Roseville City Council
July 6, 2022

Key Opportunities:

New industry and business expansion, based on key industry sectors, land and value
Increasing Roseville's regional role and leadership
Infill Specific Plan areas
Entrepreneurship
Next Steps:

Establish a project team, City-wide approach
Gather and assess data/information (Industry/Cluster and Labor/Workforce) Outreach and vetting with internal and external stakeholders (Departments/Businesses/Chamber/Council/EDAC/etc)
Develop strategic area goals, actins and initiatives, including prioritizing; identifying roles; and establishing measurements
Finalize Draft, including a marketing and communications plan Present to EDAC for recommendation
Present to Council for adoption

6.6. Break
Meeting recessed at 10:08 a.m.

Meeting reconvened at 10:30 a.m.

6.7. Funding Possibilities and Priorities
What the City has already done:

Address pension costs and other liabilities
Seek increased transportation funding and revenue
Balance utility mandates, costs, and customer rates
What the City can do:

With the investment in sports tourism, capital improvement projects, and in business and economic growth, the demand for overnight stays is grown.

Demand on City services grows along with that.

Visitors use our public safety services, streets, trails, parks, and recreation facilities
One of the ways visitors help fund the services they receive is through hotel tax (TOT). Roseville has one of the lowest and oldest hotel tax rates in the region.

Increasing it from 6% to 10% would generate an additional $2-4 million annually to fund services that visitors use.

6.8. Wrap-up

Facilitator Greg Larson provided a recap of the day's work.

7. ADJOURNMENT
Mayor Krista Bernasconi adjourned the meeting at 11:17 a.m.

MINUTES
February 23, 2022

SPECIAL MEETING NOTICE
CITY COUNCIL STRATEGIC PLANNING WORKSHOP PART 2
9:00 a.m.

Martha Riley Library Community Room
1501 Pleasant Grove Boulevard
Roseville, California
www.roseville.ca.us

1. CALL TO ORDER AND RECONVENE
Mayor Krista Bernasconi called the meeting to order at 9:00 a.m.

2. ROLL CALL

Present: Houdesheldt, Alvord, Roccucci, Mendonsa, Bernasconi

3. PUBLIC COMMENTS
No public comment received.

4. STRATEGIC PLANNING WORKSHOP (CONTINUED)

4.1. Recap Yesterday and Review Today
Facilitator Greg Larson reviewed ground rules and workshop objectives.

4.2. Review Progress on the City's Strategic Plan
Greg Larson reviewed progress made on prior day.

4.3. Break

Meeting recessed at 10:15 a.m.

Meeting reconvened at 10:22 a.m.

4.4. Identify Priorities for 2022 and 2023
Goal A: Remain Fiscally Responsible in a Changing World Address pension costs to provide future capacity to maintain high-quality service delivery.

Increase funding for CIP rehabilitation to prevent erosion of infrastructure.

Seek increased transportation funding and revenues.

Implement new and diverse revenue streams, including pursuing increased tax revenues from hotel and motel lodging stays.

Goal B: Support Community Engagement and Advocacy
Increase communications and education about City finances.

Examine opportunities to engage increasingly diverse audiences in more diverse ways.

Expand youth participation in boards and commissions.

Explore volunteer opportunities for employees.

Goal C: Maintain a Safe and Healthy Community
Address homelessness through stronger regional partners with defined expectations and outcomes.

Ensure public safety service levels are maintained as the City grows.

Strengthen inclusiveness, equality, and justice efforts for all in partnership with the community.

Goal D: Enhance Economic Vitality
Advance sports tourism opportunities, including destination-type amenities.

Consider strategic reserves and other funding for job growth incubators, vacant storefront facade improvements and other economic development opportunities.

Goal E: Deliver Exceptional City Services
Remain an employer of choice through expanded recruitment and attraction efforts, a focus on retention, new labor agreements and a strong culture.

Implement a new and more efficient way to process increasing Public Records Act requests.

Goal F: Invest in Well-Planned Infrastructure and Growth Revitalize core neighborhoods.

Increase funding for CIP rehabilitation to prevent erosion of infrastructure.

Prioritize completion of soccer park and crucial corridors.

Implement micro-transit service option with Roseville transit.

4.5. Wrap-up
What the Council does well:

Cordial and collegial
Respecting differences
Making tough decisions
Where the Council could improve:

One Roseville focus
Avoiding non-local divisive issues
Managing communications

5. ADJOURNMENT
Mayor Krista Bernasconi adjourned the meeting at 11:28 am.

MINUTES
March 2, 2022

CITY COUNCIL
6:00 p.m.

Council Chambers
311 Vernon Street
Roseville, California
www.roseville.ca.us
The meeting may be viewed on Comcast channel 14, Consolidated Communications channel 73, and AT&T U-Verse. City Council meetings are also video streamed live on the City’s website at roseville.ca.us/watch and roseville.ca.us/agenda, and the City’s YouTube channel at youtube.com/CityofRosevilleCa.

If you need a disability-related modification or accommodation to participate in this meeting, please contact Voice: 916-774-5200, TDD: 916-774-5220. Requests must be made as early as possible.

1. CALL TO ORDER
Mayor Krista Bernasconi called the meeting to order at 6:00 p.m.

2. ROLL CALL

Present: Houdesheldt, Alvord, Roccucci, Mendonsa, Bernasconi

3. PLEDGE OF ALLEGIANCE
Assistant City Manager Ryan Devore led the Pledge of Allegiance.

4. MEETING PROCEDURES
City Clerk Carmen Avalos announced the procedures for addressing the City Council.

5. PUBLIC COMMENTS
Gathering Inn CEO Keith Diederich spoke on his presentation to the Blue Oaks Neighborhood Association regarding the Campus of Hope.

Angel Bergen spoke on the Gathering Inn.

Speaker name unknown spoke on homeless camping on Dry Creek.

6. CONSENT CALENDAR

BEGINNING OF CONSENT CALENDAR
Motion by Pauline Roccucci, seconded by Tracy Mendonsa, to remove Item 6.8 for separate discussion, drop Item 6.9 to be relisted on March 16, 2022, and approve the remaining items as recommended. The Motion Passed.

Roll call vote: Ayes: Alvord, Avalos, Bernasconi, Houdesheldt, Mendonsa, Roccucci
Bids / Purchases / Services

6.1. Centrifuge Controls Upgrade - Sole Source Contract Purchase Agreement Memo from Preventative Maintenance Coordinator Blaine Wiegel and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 22-061 APPROVING A SOLE SOURCE

CONTRACT PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND GEA WESTFALIA SEPARATOR INC., AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF
OF THE CITY OF ROSEVILLE. Staff requests approval of a sole source contract purchase agreement with GEA Westfalia Separator Inc., in the amount of $181,256 to provide control upgrades to the three centrifuges in the Pleasant Grove Wastewater Treatment Plant. Funding is available from the Environmental Utilities Department's FY2021-22 operating budget in the Wastewater Operations Fund.

CC #: 1951
File #: 0203-09
CONTACT: Blaine Wiegel 916-746-1833 [email protected] Resolutions

6.2. Affordable Housing - Rental Agreements
Memo from Housing Manager Trisha Isom and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 22- 053 APPROVING AN AFFORDABLE RENTAL HOUSING AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND DF PROPERTIES, INC.,

AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 22-054

APPROVING AN AFFORDABLE RENTAL HOUSING AGREEMENT, BYAND BETWEEN THE CITY OF ROSEVILLE AND DF PROPERTIES, INC., AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF

THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 22-055

APPROVING AN AFFORDABLE RENTAL HOUSING AGREEMENT, BYAND BETWEEN THE CITY OF ROSEVILLE AND DF PROPERTIES, INC., AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 22-056

APPROVING AN AFFORDABLE RENTAL HOUSING AGREEMENT, BYAND BETWEEN THE CITY OF ROSEVILLE AND DF PROPERTIES, INC., AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 22-057

APPROVING AN AFFORDABLE RENTAL HOUSING AGREEMENT, BYAND BETWEEN THE CITY OF ROSEVILLE AND DF PROPERTIES, INC., AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 22-058

APPROVING AN AFFORDABLE RENTAL HOUSING AGREEMENT, BYAND BETWEEN THE CITY OF ROSEVILLE AND DF PROPERTIES, INC., AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve six (6) Affordable Rental Housing Agreements with DF Properties, Inc. The developer will allocate 18 units on 6 different parcels in the Infill Specific Plan to be rented by very low and low-income households. The General Plan Housing Element requires a 10% affordable housing obligation for residential development and recommends that developers provide a distribution of the required affordable housing as follows:
40% very low; 40% low and 20% middle income. Since the 1980's, the City's Housing Division has implemented the General Plan’s recommended distribution for compliance with the 10% affordable housing obligation and created over 3,500 affordable units. The subsidies for the program are borne by the developer. No General Fund resources will be used.

CC #: 1946
File #: 0709-03-02
CONTACT: Trisha Isom 916-746-1239 [email protected]

6.3. Financial Advisory Services - Professional Services Agreement Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22-052 APPROVING A PROFESSIONAL

SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND HILLTOP SECURITIES, INC., AND AUTHORIZING THE CITY
MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE.

Staff requests Council award a contract to Hilltop Securities, Inc for Financial Advisory Services with a total not-to-exceed amount of $675,000 through February 28, 2025. The professional services agreement has two components. The first component is an annual retainer of $75,000 for providing general financial advisory services. The budget for the retainer is included in the Finance Department's approved FY2021-22 General Fund budget. The second component is for providing specific financial advisory services rendered in the process of issuing a series of bonds. The agreement is for a flat fee of $25,000 per bond issuance.

These expenses are a component of typical "bond issuance costs". Payment of bond issuance costs are typically contingent upon issuance of bonds and are routinely paid from bond proceeds, thus they are not an expense to the General

Fund.

CC #: 1945
File #: 0200
CONTACT: Jeannine Thrash 916-774-5473 [email protected] Dennis Kauffman 916-774-5313 [email protected]

6.4. Energy Risk Management Policies Update
Memo from Electric Risk and Compliance Supervisor Petra Wallace and Electric Utility Director Daniel Beans recommending the City Council adopt RESOLUTION NO. 22-060 REAFFIRMING THE ENERGY UTILITY RISK

MANAGEMENT POLICY AND THE ENERGY CREDIT RISK POLICY AND

ADOPTING THE ENERGY HEDGE POLICY AND THE ENERGY TRADING AUTHORITY POLICY. Staff requests approval of two updated Energy Risk Management Policies and reaffirmation of two existing Energy Risk Management Policies for Roseville Electric Utility. The Energy Trading Authority Policy and the Energy Hedge Policy are recommended to be updated. The Energy Credit Risk Policy and the Electric Utility Risk Management Policy require City Council reaffirmation every two years by Roseville’s internal risk policy. There is no fiscal impact associated with these policy changes.

CC #: 1948
File #: 0800-03
CONTACT: Petra Wallace 916-774-5510 [email protected]

6.5. Fiddyment Ranch - Phase 3 Holt Parkway 3A-1 - Notice of Completion Memo from Senior Construction Inspector Darin Crockett and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22-051 ACCEPTING THE PUBLIC WORK KNOWN AS Fiddyment Ranch Phase 3 Holt Parkway 3A-1, APPROVING THE "NOTICE OF COMPLETION", AND AUTHORIZING AND DIRECTING THE CITY

ENGINEER TO EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF

ROSEVILLE, THEREFORE, AND ACCEPTING A PORTION OF THE

DEDICATIONS OFFERED ON THE RECORDED MAP OF THE
SUBDIVISION. The Engineering Division has made final inspection of the project and has found the civil improvement work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund.

Construction costs were paid by the developer.

CC #: 1942
File #: 0400-04-09-1
CONTACT: Darin Crockett 916-751-9196 [email protected]

6.6. Litigation, Labor, and Employment Services - Legal Services Agreement Memo from Paralegal Gretchen Hakala and City Attorney Michelle Sheidenberger recommending the City Council adopt RESOLUTION NO. 22-048 APPROVING

AN AGREEMENT FOR LEGAL SERVICES, BY AND BETWEEN THE CITY

OF ROSEVILLE AND BURKE, WILLIAMS & SORENSEN, LLP, AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approval of a legal services agreement with Burke, Williams & Sorensen, LLP for outside legal services to advise, assist, and represent the City as co-counsel with the City Attorney from time to time with respect to litigation, and to assist the City with respect to transaction matters. Staff is updating the current agreement from 2012 to match the current contractual terms. The firm will continue to assist the Human Resources Department with Labor and Employment matters. Legal services provided by this contract will be dependent upon needs as they occur during the year and thus cannot be forecast. All expenses will be paid from the Human Resources Department operating budget in the General Fund, as needed.

CC #: 1937
File #: 0500
CONTACT: Gretchen Hakala 916-774-5325 [email protected] Ordinances (for introduction and adoption - appropriation/urgency measures)

6.7. Park Rehabilitation Projects - Budget Adjustment
Memo from the Park Planning & Development Superintendent, Tara Gee and Parks, Recreation & Libraries Director, Jill Geller, recommending the City Council adopt ORDINANCE NO. 6459 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND DECLARING THIS

ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff recommends City Council approval of a budget adjustment to redirect existing funds in the Parks, Recreation & Libraries Capital Projects Fund for approved park rehabilitation projects. Staff requests Council approval of a budget adjustment for the Mahany Patio Shade project in an amount of $4,000 to fill the existing empty tree wells in the patio area with concrete as the new shade canopy will be erected over this area. Funding is available in the Paving Repair project fund for this request. Staff also requests a budget adjustment for the Shade Structure at the Mahany All-Weather Field in an amount of $16,800, as the cost to add shade over the second set of bleachers at the All-Weather Field came in higher than anticipated. Funding is available in the Maidu Museum Trail Repair project fund for this request. No additional funding is requested.

CC #: 1944
File #: 0704-01 & 0201-01
CONTACT: Tara Gee 916-774-5253 [email protected]
Reports / Requests

6.8. HOUSING AUTHORITY/CITY COUNCIL - Quarterly Status Update Memo from Housing Supervisor Suzi Cook-Turner and Economic Development Director Melissa Anguiano recommending the City Council receive a quarterly report on the Housing Authority’s Housing Choice Voucher Program. This report is for informational purposes only and has no impact on the City's General Fund.

CC #: 1943

File #: 0709-02-01
CONTACT: Suzi Cook-Turner 916-774-5414 [email protected] Trisha Isom 916-746-1239 [email protected]
Item removed by Vice Mayor Bruce Houdesheldt for a staff presentation.

Housing Manager Trisha Isom introduced Housing Supervisor Suzi Cook-Turner.

Housing Supervisor Suzi Cook-Turner made the presentation to the City Council.

No public comment received.

Motion by Bruce Houdesheldt, seconded by Pauline Roccucci, to approve the quarterly report on the Housing Authority's Housing Choice Voucher program. The Motion Passed.

Roll call vote: Ayes: Alvord, Avalos, Bernasconi, Houdesheldt, Mendonsa, Roccucci

6.9. Roseville Junction Final Map
Memo from Assistant Engineer Kerry Andrews and Development Services Director Mike Isom recommending the City Council approve the Roseville Junction final map. Engineering has completed its review of the final map and found that it is in compliance with the approved tentative map. This map will be creating 6 commercial lots. The actions requested have no fiscal impact to the City's General Fund.

CC #: 1950
File #: 0400-06-03 & 0400-07
CONTACT: Kerry Andrews 916-774-5346 [email protected]

6.10.Out-of-State Travel Request - Police Department
Memo from Management Analyst Mark Peinado and Police Chief Troy Bergstrom recommending the City Council approve out-of-state travel to Hoover, Alabama, for one Police Officer to attend a Credit Card Skimmers course from March 8, 2022 to March 10, 2022. The travel and training cost for this four-day course is fully sponsored by the National Computer Forensics Institute. This course is fully funded by the NCFI. The NCFI will pay for training and travel expenses, including hotel and per diem for meals. There is no cost to the City or fiscal impact to the General Fund.

CC #: 1938
File #: 0600-02
CONTACT: Mark Peinado 916-774-5021 [email protected]

6.11.Out-of-State Travel Request - Police Department

Memo from Management Analyst Mark Peinado and Police Chief Troy Bergstrom recommending the City Council approve out-of-state travel from March 13th to March 17th, 2022, to Winston-Salem, North Carolina, for two professional staff members to research and evaluate specific integration software at an agency with a Real Time Crime Center deployment that aligns with the City's future vision. The total cost to send two professional staff members will be approximately $3,400.

This amount includes travel, lodging, meals and incidental expenses. There are sufficient funds in the FY2021-22 Police Department budget in the General Fund to cover the expense; no additional funds are being requested.

CC #: 1939
File #: 0600-02
CONTACT: Josh Simon 916-774-5059 [email protected] Mark Peinado 916-774-5021 [email protected]

END OF CONSENT CALENDAR

7. RESOLUTIONS

7.1. Community Facilities District No. 3 (Municipal Services) - Annexation No. 27 (Torrente at Sierra Vista) - Annexation of Territory
Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22-049 A RESOLUTION OF ANNEXATION OF

TERRITORY TO COMMUNITY FACILITIES DISTRICT, AUTHORIZING THE

LEVY OF A SPECIAL TAX AND SUBMITTING LEVY OF TAX TO
QUALIFIED ELECTORS; and adopt RESOLUTION NO. 22-050 A

RESOLUTION DECLARING RESULTS OF SPECIAL ANNEXATION

ELECTION, DETERMINING VALIDITY OF PRIOR PROCEEDINGS, AND

DIRECTING RECORDING OF AMENDED NOTICE OF SPECIAL TAX
LIEN. The recommended annexation into Community Facilities District (CFD) No. 3 will incorporate the developer-owned territory and be named Community Facilities District No. 3 (Municipal Services), Annexation 27 (Torrente at Sierra Vista), under the Mello-Roos Community Facilities Act of 1982, as amended. The landowner submitted the required property owner ballots to the City Clerk, agreeing to be annexed into CFD No. 3. The landowner agrees to pay the approved special tax sufficient to pay the costs of the CFD, levied annually among the parcels within the CFD, at the maximum special tax rates identified in the Amended Notice of Special Tax for CFD No. 3. On February 2, 2022, the City Council adopted Resolution of Intention No. 22-029, to Annex Territory to the Community Facilities District and to Authorize the Levy of Special Taxes Therein, City of Roseville, Community Facilities District No. 3 (Municipal Services), Annexation No. 27 (Torrente at Sierra Vista), and set March 2, 2022, at 6:00 p.m. at the City of Roseville Civic Center Council Chambers at 311 Vernon Street, Roseville, California as the time and place to conduct a public hearing. The CFD will generate special taxes levied on the landowner's annual property tax bill. Annexation into Community Facilities District No. 3 (Municipal Services) helps offset the property's impact on City General Fund resources available to pay for municipal services and therefore will not negatively impact the General Fund.

CC #: 1941

File #: 0400-09-01
CONTACT: Jeannine Thrash 916-774-5473 [email protected] Dennis Kauffman 916-774-5313 [email protected]
Budget Manager Scott Pettingell made the presentation to the City Council.

City Clerk Carmen Avalos announced the ballot results:

Total eligible votes: 76
Total votes ayes: 76
Total votes noes: 0
The ballot proceedings passed unanimously.

Motion by Scott Alvord, seconded by Pauline Roccucci, to adopt RESOLUTION NO. 22-049 A RESOLUTION OF ANNEXATION OF TERRITORY TO

COMMUNITY FACILITIES DISTRICT, AUTHORIZING THE LEVY OF A

SPECIAL TAX AND SUBMITTING LEVY OF TAX TO QUALIFIED
ELECTORS; and adopt RESOLUTION NO. 22-050 A RESOLUTION

DECLARING RESULTS OF SPECIAL ANNEXATION ELECTION,

DETERMINING VALIDITY OF PRIOR PROCEEDINGS, AND DIRECTING RECORDING OF AMENDED NOTICE OF SPECIAL TAX LIEN. The Motion Passed.

Roll call vote: Ayes: Alvord, Avalos, Bernasconi, Houdesheldt, Mendonsa, Roccucci

8. ORDINANCES

8.1. Military Equipment Policy
Memo from Police Captain Doug Blake and Chief of Police Troy Bergstrom recommending the City Council adopt findings pursuant to California Assembly Bill 481 and introduce for first reading an ordinance adopting a Military Equipment Policy authorizing the Roseville Police Department’s continued use of “military equipment”, as defined by Assembly Bill 481, obtained prior to January 1, 2022 and going forward. There is no fiscal impact associated with the proposed policy.

CC #: 1949
File #: 0323
CONTACT: Troy Bergstrom 916-774-5058 [email protected] Doug Blake 916-746 1043 [email protected]
Police Chief Troy Bergstrom made the presentation to the City Council.

Assistant City Attorney Joe Speaker continued the presentation to the City Council.

Police Captain Doug Blake continued the presentation to the City Council.

No public comment received.

Motion by Pauline Roccucci, seconded by Tracy Mendonsa, to introduce for first reading ORDINANCE ADOPTING A MILITARY EQUIPMENT POLICY AND

APPROVING THE USE, ACQUISITION, AND SEEKING OF FUNDING FOR MILITARY EQUIPMENT. The Motion Passed.

Roll call vote: Ayes: Alvord, Avalos, Bernasconi, Houdesheldt, Mendonsa, Roccucci

9. REPORTS / PUBLIC COMMENTS
No additional public comment received.

National Association of Clean Water Agencies Meeting - Councilmember Pauline Roccucci reported on attendance.

California Transportation Commission Meeting - Vice Mayor Bruce Houdesheldt announced the commission did not approve funding for the Sacramento to Roseville Third Track Project.

St. Baldrick's Foundation Event - Vice Mayor Bruce Houdesheldt announced he would be participating in the head-shaving event on March 26.

Brownie Troop 3182 Tree Planting Event - Councilmember Scott Alvord reported on attendance.

Bot Battle Competition - Councilmember Scott Alvord reported on attendance at the event held at Sierra College.

Community Coffee with City Council - Councilmember Scott Alvord reported on attendance.

Strategic Planning Workshop - Mayor Krista Bernasconi reported on attendance.

Elk's Lodge Event - Mayor Krista Bernasconi reported on event honoring Placer County First Responders.

Homeless Task Force - Mayor Krista Bernasconi reported on attendance.

Olympus Park Clean-Up - Mayor Krista Bernasconi announced event on March 6, 2022 from 9-11 a.m.

10. ADJOURNMENT
Mayor Krista Bernasconi adjourned the meeting at 6:53 p.m.

MINUTES
March 16, 2022

CLOSED SESSION
5:00 p.m.

Civic Center Meeting Rooms 1 & 2
311 Vernon Street
Roseville, California
www.roseville.ca.us
A. CLOSED SESSION CALL TO ORDER
Mayor Krista Bernasconi called the meeting to order at 5:20 p.m.

B. CLOSED SESSION SILENT ROLL CALL

Present: Alvord, Roccucci, Mendonsa, Bernasconi

Absent: Houdesheldt
C. CLOSED SESSION PUBLIC COMMENTS
No public comment received.

D. CLOSED SESSION
D.1. Conference with Legal Counsel – Anticipated Litigation Pursuant to Government Code Section 54956.9(d)(2)
Significant exposure to litigation – one case
CONTACT: M. Sheidenberger 916-774-5325 [email protected] Closed Session Disclosure: No reportable action taken.

E. CLOSED SESSION ADJOURNMENT
Mayor Krista Bernasconi adjourned the meeting at 5:33 p.m.

MINUTES
March 16, 2022

CITY COUNCIL

HOUSING AUTHORITY
6:00 p.m.

Council Chambers
311 Vernon Street
Roseville, California
www.roseville.ca.us
The meeting may be viewed on Comcast channel 14, Consolidated Communications channel 73, and AT&T U-Verse. City Council meetings are also video streamed live on the City’s website at roseville.ca.us/watch and roseville.ca.us/agenda, and the City’s YouTube channel at youtube.com/CityofRosevilleCa.

If you need a disability-related modification or accommodation to participate in this meeting, please contact Voice: 916-774-5200, TDD: 916-774-5220. Requests must be made as early as possible.

1. CALL TO ORDER
Mayor Krista Bernasconi called the meeting to order at 6:00 p.m.

2. ROLL CALL

Present: Alvord, Roccucci, Mendonsa, Bernasconi

Absent: Houdesheldt

3. PLEDGE OF ALLEGIANCE
Emma Meadows led the Pledge of Allegiance.

4. MEETING PROCEDURES
City Clerk Carmen Avalos announced the procedures for addressing the City Council.

5. PRESENTATIONS

5.1. Resolution - Emma Meadows
Commend Emma Meadows for all of her accomplishments in wrestling, and wish her much success in the future.

CONTACT: Blair Hutchison 916-774-5266 [email protected] Items 5.1 and 5.2 were heard concurrently.

Mayor Krista Bernasconi presented the resolutions to Emma Meadows and Jazzy Roschmann.

5.2. Resolution - Jazzy Roschmann
Commend Jazzy Roschmann for all of her accomplishments in wrestling, and wish her much success in the future.

CONTACT: Blair Hutchison 916-774-5266 [email protected]

5.3. Proclamation - Child Abuse Prevention Awareness Month April 2022 Proclaim April 2022 as Child Abuse Prevention Awareness Month and urges all citizens to join KidsFirst and its engaged partners, as they support each family's efforts to keep themselves and their children safe, healthy and in a nurturing environment.

CONTACT: Blair Hutchison 916-774-5266 [email protected] Councilmember Pauline Roccucci presented the proclamation to Child Abuse Prevention Coordinator Kristina Darte, who responded.

6. PUBLIC COMMENTS
Steve Lindner spoke in support of Campus of Hope.

Father John Haggenjos spoke in support of Campus of Hope.

Pieter Friederich spoke on Rashtriya Swayamsevak Sangh.

7. CONSENT CALENDAR

BEGINNING OF CONSENT CALENDAR
No public comment received.

Motion by Pauline Roccucci, seconded by Tracy Mendonsa, to approve the Consent Calendar as recommended with Mayor Krista Bernasconi recusing herself from Item 7.6 as a conflict of interest due to the party involved is a source of

income. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Mendonsa, Roccucci

Absent: Houdesheldt
Bids / Purchases / Services

7.1. Miscellaneous Waterworks Materials (RFQ 10-3314) - Purchase Orders Memo from Buyer Becky Philipp and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22-068 APPROVING A PURCHASE ORDER FOR THE PURCHASE OF

MISCELLANEOUS WATERWORKS MATERIALS ON AN AS-NEEDED
BASIS; and adopt RESOLUTION NO. 22-069 APPROVING A PURCHASE

ORDER FOR THE PURCHASE OF MISCELLANEOUS WATERWORKS
MATERIALS ON AN AS-NEEDED BASIS. Staff recommends Council approve purchase orders to Pace Supply Corporation and Ferguson Enterprises, LLC dba Ferguson Waterworks as the lowest responsive and responsible bidders for the purchase of miscellaneous waterworks materials on an as-needed basis. The estimated annual total of the initial award is $625,000. The estimated total is $183,000 for the remainder of FY2021-22 and $442,000 for FY2022-23 and is included in departmental budgets. Staff requests authorization for one optional renewal year without further Council approval, pending approval of the annual budget.

CC #: 1963
File #: 0203-09
CONTACT: Becky Philipp 916-774-5724 [email protected]

7.2. Vehicle – Purchase Orders
Memo from Fleet Manager Brian Craighead and Public Works Director Jason Shykowski recommending the City Council approve a purchase order to Riverview International Trucks LLC for one International truck with a PB asphalt patch body utilizing Sourcewell contract# 060920-NVS in the amount of $261,543; and approve a purchase order to Napa Valley Ford Lincoln Mercury, Inc. dba Napa Ford Lincoln for seven Ford F150 trucks utilizing RFQ 10-3316 in the amount of $244,050; and approve a purchase order to Riverview International Trucks LLC for one International truck with a dump body utilizing RFQ 10-3319 in the amount of $173,028. Funding for these vehicles is included in the FY2021-22 Electric Fund and Fleet Replacement Fund budgets.

CC #: 1972
File #: 0203-01
CONTACT: Brian Craighead 916-774-5731 [email protected]

7.3. Systems Furniture Design & Reconfiguration Services - Contract Purchase Agreement
Memo from Project Coordinator Lori Hogan and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22-070

APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND VERTEX OFFICE

SOLUTIONS, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3001850). Staff requests Council approval of a $500,000 not-to-exceed contract purchase agreement with Vertex Office Solutions for citywide systems furniture design and configuration services on an as-needed basis. The projected spending for the remainder of FY2021-22 is $150,000. Staff requests authorization to utilize four optional renewal years of the agreement without further City Council approval, provided that the applicable budget is approved by the City Council each year, or until City staff determines that continuing with the same vendor is not in the City’s best interest. Funding for this agreement is included in the Facility Services, Facility Rehabilitation, and various departments' approved budgets.

CC #: 1966
File #: 0203-04
CONTACT: Lori Hogan 916-774-5707 [email protected] Resolutions

7.4. Prohousing Designation Application
Memo from Associate Planner Jessica Lynch and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22-065

AUTHORIZING AN APPLICATION AND PARTICIPATION IN THE

PROHOUSING DESIGNATION PROGRAM, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE.

The purpose of the California Department of Housing and Community Development (HCD) Prohousing Designation Program is to demonstrate to HCD and the State the City’s current and planned housing policies that support the acceleration of housing development. In exchange, the Prohousing Designation Program provides incentives to cities in the form of additional points and other preferences in the scoring for competitive housing, community development, and infrastructure grant funding programs. This effort is being completed using already budgeted staff time, and no additional funding from the City’s General Fund is required.

CC #: 1959
File #: 0800-06
CONTACT: Jessica Lynch 916-774-5352 [email protected]

7.5. Sacramento Area Council of Governments Discretionary Federal Transit Administration Funding - Grant Authorization
Memo from Transportation Analyst Ed Scofield and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22- 077 APPROVING A GRANT APPLICATION TO THE SACRAMENTO AREA

COUNCIL OF GOVERNMENTS, AND AUTHORIZING THE CITY MANAGER

OR HIS DESIGNEE TO EXECUTE ALL RELATED FORMS AND
AGREEMENTS ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council authorize the City Manager or his designee to submit an application to the

Sacramento Area Council of Governments and to execute all related forms and agreements that will allow the City to receive up to $560,000 from the Federal Transit Administration’s (FTA) 5307/5339 discretionary funds. The funds will be used to purchase up to four zero-emission electric transit vans and one 60 kWh DC Fast Charger to charge the vans as part of Roseville Transit’s Microtransit pilot program.

The total estimated cost of the vans and charger is anticipated to be up to $700,000. If successful, the FTA discretionary funding would pay for $560,000. The remaining $140,000 would be paid by local transit funds. In the event that a lesser amount of funding is awarded, the local funds will be reduced proportionally to meet the required 80/20 match requirement. Staff will present a final funding plan for the project to the City Council at a future meeting. No General Fund resources will be used for this project.

CC #: 1971
File #: 0721 & 0214
CONTACT: Ed Scofield 916-869-9109 [email protected]

7.6. Materials Testing Services and Construction Inspection Services - On-Call Professional Services Agreements
Memo from Construction Inspection Superintendent Orville Chatterton and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22-073 APPROVING AN ON-CALL PROFESSIONAL

SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE

AND PSOMAS, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 22-074 APPROVING AN ON-CALL PROFESSIONAL SERVICES

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND UNICO ENGINEERING, INC., AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 22-075 APPROVING AN ON-CALL PROFESSIONAL

SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND

BLACKBURN CONSULTING, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and
adopt RESOLUTION NO. 22-076 APPROVING AN ON-CALL PROFESSIONAL

SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND

ENGEO INCORPORATED, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve On-Call Professional Services Agreements for construction inspection services with Psomas and UNICO Engineering, Inc. and On-Call Professional Services Agreements for materials testing services with Blackburn Consulting and ENGEO Incorporated. Each contract shall not exceed $500,000 in any one fiscal year unless the City Council approves contract amendments. Funding for these agreements is provided by pass-through funds collected from a developer on a project by project basis. These agreements will not have an impact on the General Fund. Additionally, staff requests authority for the City Manager or his designee to execute four (4) additional one (1) year renewals without further City Council approval, provided that the applicable budget is approved by the City Council each year, or until City staff determines that continuing with the same vendor is not in the City’s best interest.

CC #: 1970
File #: 0800-06

CONTACT: Orville Chatterton 916-774-5339 [email protected]

7.7. Electric Interconnection - Agreement Amendment
Memo from Electric Resource Planner Brian Schinstock and Electric Utility Director Daniel Beans recommending the City Council adopt RESOLUTION NO. 22-062 APPROVING AMENDMENT 3 AND REVISIONS TO EXHIBITS A, B AND D TO WESTERN AREA POWER ADMINISTRATION AGREEMENT 04- SNR-00850, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests the approval of amendment three and revisions to exhibits A, B, and D of Roseville’s Interconnection Agreement with Western Area Power Administration, accommodating the newly installed KY4A transformer at the Fiddyment substation.

The estimated total 5-year funding requirement is $569,042. Funding is included in the Electric Department budget.

CC #: 1964
File #: 0800-03
CONTACT: Brian Schinstock 916-746-1658 [email protected]

7.8. Electric Landscaping Improvements - Fiddyment Substation Project - Award of Contract
Memo from Senior Power Engineer Mitch Larkin and Electric Utility Director Daniel Beans recommending the City Council adopt RESOLUTION NO. 22-063

APPROVING AN AGREEMENT, BY AND BETWEEN THE CITY OF
ROSEVILLE AND MARINA LANDSCAPE, INC., AND AUTHORIZING THE

CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE. Staff requests Council award an agreement to Marina Landscaping, Inc. in the amount of $566,000 for construction at Fiddyment Substation. This agreement provides all work associated with the landscape requirements of the Fiddyment Substation. Staff is also requesting authorization for the Electric Utility Director or designee to approve and pay for contract change orders that could increase the contract amount by no more than 15% or $84,900, for a total of $650,900. Funding is included in the Electric Fund for FY2021-22.

CC #: 1954
File #: 0900-03
CONTACT: Mitch Larkin 916-746-1601 [email protected]

7.9. Utility Bill Print and Mail Services - Professional Services Agreement Amendment Memo from Administrative Technician Emily Sawin and Electric Utility Director Daniel Beans recommending the City Council adopt RESOLUTION NO. 22-071

APPROVING A FIRST AMENDMENT TO PROFESSIONAL SERVICES

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND
INFOSEND, INC., AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests approval of a first amendment to the professional services agreement with Infosend, Inc. for utility bill print and mail services. The cost of service is based on a fee schedule and the number of items processed, but is estimated at $650,000. Staff

recommends the City Council provide authorization to adjust the contract cost based on the amount included in future year adopted budgets. Funding for this agreement is included in the adopted FY2021-22 Electric Department budget. This item has no impact to the City's General Fund.

CC #: 1967
File #: 0200
CONTACT: Emily Sawin 916-774-5388 [email protected]

7.10.Pleasant Grove Wastewater Treatment Plant Energy Recovery Project - Professional Design Services Agreement Amendment
Memo from Senior Engineer Tracie Mueller and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 22- 064 APPROVING A THIRD AMENDMENT TO PROFESSIONAL DESIGN

SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE

AND BROWN AND CALDWELL, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approval of the third amendment to the professional design services agreement with Brown and Caldwell for engineering services during construction for the Pleasant Grove Wastewater Treatment Plant Energy Recovery Project. The amendment increases the previous contract amount of $3,871,361 by $563,213 for a revised total contract cost of $4,434,574. Funding for this work is provided under the capital improvement projects for the South Placer Wastewater Authority and will be jointly funded between the City and the other Regional Partners, Placer County and the South Placer Municipal Utility District.

CC #: 1958
File #: 0800-02
CONTACT: Tracie Mueller 916-774-5688 [email protected]

7.11.West Side Tank and Pump Station Project (Phase 2) - Professional Design Services Agreement Amendment
Memo from Assistant Engineer Rana Moore and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 22- 078 APPROVING A FIRST AMENDMENT TO PROFESSIONAL DESIGN

SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE

AND WATER WORKS ENGINEERS, LLC, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE.

Staff requests approval of a First Amendment to the professional design services agreement with Water Works Engineers, LLC for the West Side Tank and Pump Station project (Phase 2) in the amount of $101,142 due to construction logistics causing a delay in the start of the project. This project is funded by the Water Construction Fund and can be accommodated within the existing Capital Improvement Plan budget. No additional funding is required at this time.

CC #: 1973
File #: 0900-02
CONTACT: Rana Moore 916-774-5552 [email protected]

7.12.Roseville Regional Soccer Complex - Environmental Compliance Services - Professional Services Agreement
Memo from Park Planning and Development Superintendent Tara Gee and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 22-066 APPROVING A PROFESSIONAL SERVICES

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND
MONTROSE ENVIRONMENTAL SOLUTIONS, INC., 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 Montrose Environmental Solutions, Inc. to expand the scope of their original agreement entered into in December 2021, to include an Initial Study/Mitigated Negative Declaration in the amount of $92,840. Given the relocation of the proposed regional park site from its original location in the West Roseville Specific Plan Environmental Impact Report, and in consideration of the project as a whole, it has been determined that a project-level California Environmental Quality Act review of the proposed regional soccer complex is necessary in order to identify potential environmental impacts of the proposed project. Funding will be provided by West Roseville citywide park fee funds previously allocated toward this capital improvement project.

CC #: 1960
File #: 0704
CONTACT: Tara Gee 916-774-5253 [email protected]
Ordinances (for introduction and adoption - appropriation/urgency measures)

7.13.Traffic Signal Maintenance Shop Expansion Project - Budget Adjustment Memo from Engineering Manager Stefanie Kemen and Public Works Director Jason Shykowski recommending the City Council adopt ORDINANCE NO. 6461 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22

BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY
EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests a budget adjustment in the amount of $300,000 to the Traffic Signal Maintenance Shop Expansion project. Funding for this project is available in the Electric Fund and Traffic Mitigation Fees Fund. No General Fund resources will be used for the project.

CC #: 1953
File #: 0900-04-03 & 0201-01
CONTACT: Stefanie Kemen 916-746-1300 [email protected]

7.14.Barton Road Water Treatment Plant - East Applied Pipeline Project - Budget Adjustment
Memo from Associate Engineer Jonathan Cummings and Environmental Utilities Director Richard Plecker recommending the City Council adopt ORDINANCE NO. 6460 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff

requests Council approval of a budget adjustment to initiate and fund the Barton Road Water Treatment Plant – East Applied Pipeline Project with $856,000 from available resources in the Water Rehabilitation Fund. The Water Rehabilitation Fund is funded through water utility sales.

CC #: 1952
File #: 0800-02 & 0201-01
CONTACT: Jonathan Cummings 916-774-5566 [email protected]

7.15.Emergency Medical Services Program - Capital Asset Donation and Budget Adjustment
Memo from Emergency Medical Services Quality Assurance Coordinator Trent Waechter and Fire Chief Rick Bartee recommending the City Council adopt ORDINANCE NO. 6462 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council accept a donation of $128,015 in capital assets from the Emergency Medical Services (EMS) Fund managed by the Sierra-Sacramento Valley EMS Agency and approve the FY2021-22 budget adjustment for $40,854 in reimbursable maintenance. In 2022 the Fire Department will receive eight (8) Lund University Cardiac Assist System chest compression devices for the EMS program through the EMS Fund managed by the Sierra-Sacramento Valley (S-SV) EMS Agency, a Placer County government agency responsible for regulating EMS services in the county. The devices improve the quality and consistency of chest compressions, increase End-Tidal CO2 levels as well as the ability to sustain lifesaving circulation during prolonged resuscitation attempts. The capital asset donation and reimbursable maintenance is provided through S-SV with no impact to the General Fund.

CC #: 1955
File #: 0324 & 0201-01
CONTACT: Trent Waechter 916-774-5844 [email protected]

7.16.Edward Byrne Memorial Justice Assistance Grant Program - Grant Award and Budget Adjustment
Memo from Department Public Safety Programs Coordinator Nina Phelps and Police Chief Troy Bergstrom recommending the City Council adopt RESOLUTION NO. 22-067 ACCEPTING A GRANT AWARD FROM THE

UNITED STATES DEPARTMENT OF JUSTICE, OFFICE OF JUSTICE

PROGRAMS AND AUTHORIZING THE CITY MANAGER OR MAYOR TO

EXECUTE THE GRANT AWARD DOCUMENT ON BEHALF OF THE CITY
OF ROSEVILLE; and adopt ORDINANCE NO. 6464 AUTHORIZING
CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND

DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. A grant has been allocated in the amount of $19,914 to the City from the U.S. Department of Justice, Office of Justice Programs. The amount of the grant is determined by a formula comprised of the jurisdiction's population and crime rate. The grant will be added to the Police Department budget in the General Fund to support its crime prevention, marketing,

and public outreach programs.

CC #: 1962
File #: 0214 & 0201-01
CONTACT: Nina Phelps 916-746-1081 [email protected] Mark Peinado 916-774-5021 [email protected]
Ordinances (for second reading and adoption)

7.17.Second Reading - Military Equipment Policy
ORDINANCE NO. 6463 ADOPTING A MILITARY EQUIPMENT POLICY AND

APPROVING THE USE, ACQUISITION, AND SEEKING OF FUNDING FOR MILITARY EQUIPMENT, for second reading and adoption.

CC #: 1957
File #: 0323-01
CONTACT: Troy Bergstrom 916-774-5058 [email protected] Doug Blake 916-746 1043 [email protected]
Reports / Requests

7.18.Out-of-State Travel Request - Information Technology Department Memo from Information Technology Program Manager Karl Grover and Chief Information Officer Hong Sae recommending the City Council approve out-of-state travel requests for two Information Technology staff members to separately attend the Tyler New World Conference in Indianapolis, Indiana in May of 2022 and the Cisco Live Conference in Las Vegas, Nevada in June of 2022. Staff members seek to further their technical knowledge, experience and professional relationships by traveling to and participating in job-specific conferences. Funding for travel, lodging and conference costs for Cisco Live is estimated to be $3,000 and for Tyler New World is estimated at $3,250, totaling $6,250. Funding is included in the FY2021-22 Information Technology Operations Fund budget.

CC #: 1958
File #: 0600-02
CONTACT: Karl Grover 916-774-5145 [email protected]

7.19.Roseville Junction Final Map
Memo from Assistant Engineer Kerry Andrews and Development Services Director Mike Isom recommending the City Council approve the Roseville Junction final map. Engineering has completed its review of the final map and found that it is in compliance with the approved tentative map. This map will be creating 6 commercial lots. The actions requested have no fiscal impact to the City's General Fund.

CC #: 1974
File #: 0400-06-03 & 0400-07
CONTACT: Kerry Andrews 916-774-5346 [email protected]

Ceremonial Documents

7.20.Resolution - Duke Arakaki
Commend Duke Arakaki for his 25 years of outstanding service and dedication to the City of Roseville, congratulate him on his many accomplishments, and extend wishes for a long, healthy, and enjoyable retirement.

CC #: 1969
File #: 0102-10
CONTACT: Blair Hutchison 916-774-5266 [email protected]

END OF CONSENT CALENDAR

8. APPOINTMENTS

8.1. Board of Appeals and Senior Commission - Unscheduled Vacancy Appointment 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, 2022 from the applications received from: Ronda Leuty and Tom Rutherford; and appoint one (1) individual to the Senior Commission to a term expiring December 31, 2024 from the applications received from Dee Britton, Ted Deehr, and Malinda Meeks.

CC #: 1968
File #: 0103 & 0103-41-02 & 0103-12-02
CONTACT: Katrina Six 916-774-5267 [email protected] City Clerk Carmen Avalos made the presentation to the City Council.

No public comment recieved.

Motion by Scott Alvord, seconded by Pauline Roccucci, to appoint Tom Rutherford to the Board of Appeals to a term expiring December 31, 2022, and appoint Melinda Meeks to the Senior Commission to a term expiring December 31, 2024.

The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Mendonsa, Roccucci

Absent: Houdesheldt

9. SPECIAL REQUESTS/REPORTS/PRESENTATION

9.1. Roseville Independent Redistricting Commission’s Adoption of a Final Redistricting Report and Final Map
Senior Deputy City Attorney Joe Mandell and Roseville Independent Redistricting Commission Chair Paul Frank recommending the City Council receive an

informational presentation regarding Roseville City Council district boundaries. The Roseville Independent Redistricting Commission unanimously adopted the Final Redistricting Report and Final Map at its public meeting on February 28, 2022. The Final Map will define the Roseville City Council district boundaries until the next redistricting process takes place after the 2030 U.S. Census. The Independent Redistricting Commission, established by Roseville voters and made up entirely of community members, has the exclusive authority to redraw council district boundaries without Roseville City Council input or direction. The City Council may not rescind, supersede, or revise the district boundaries adopted by the Commission. There is no fiscal impact associated with this informational presentation.

CC #: 1978
File #: 0103-33-02
CONTACT: Joe Mandell 916-774-5325 [email protected] Senior Deputy City Attorney Joe Mandell made the presentation to the City Council.

Roseville Independent Redistricting Commission Chair Paul Frank continued the presentation.

No public comment received.

For information only. No action required.

9.2. Placer Regional Homelessness Project
Memo from Government Relations Administrator Mark Wolinski and Assistant City Manager Dion Louthan recommending the City Council provide comments and perspectives on the draft Placer Regional Homelessness Project. The last assessment of homelessness conducted by Placer County occurred six years ago.

Last year, Placer County initiated the Placer Regional Homelessness Project to review current efforts regarding homelessness in South Placer. The focus of the project is to undertake a process to develop a regional strategic plan for homelessness. There is no financial impact associated with this action.

CC #: 1976
File #: 0111-01
CONTACT: Mark Wolinski 916-774-5179 [email protected] Assistant City Manager Dion Louthan made the presentation to the City Council.

Government Relations Administrator Mark Wolinski continued the presentation to the City Council.

Chief Operating Officer/MIG Vice President Carol Verheyen continued the presentation to the City Council.

Placer County Health & Human Services Director Dr. Rob Oldham responded to City Council comments.

Natalya Rykhlyuk spoke in support of each City being responsible for only the homeless in its jurisdiction.

For information only. No action taken.

10. PUBLIC HEARING

10.1.Sierra Vista Specific Plan - Parcel KT-20 and KT-30 - Affordable Unit Transfer Memo from Associate Planner Shelby Maples and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22-072 AMENDING THE SIERRA VISTA SPECIFIC PLAN; and adopt the five (5) findings of fact and introduce for first reading an ORDINANCE OF THE

COUNCIL OF THE CITY OF ROSEVILLE ADOPTING A FIRST

AMENDMENT OF THE BASELINE P&R, LLC DEVELOPMENT

AGREEMENT BY AND BETWEEN THE CITY OF ROSEVILLE AND

SIERRA VISTA COMMUNITIES, LLC, RELATIVE TO THE SIERRA VISTA

SPECIFIC PLAN AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. The requested entitlements for the Sierra Vista Specific Plan (SVSP) Parcel KT-20 and KT-30 Affordable Unit Transfer project (City File # PL21-0289) will allow the transfer of the obligation to provide 31 middle-income purchase units from parcel KT-20 and parcel KT-30 within the SVSP area, and re-designate the units as 16 low and 15 very low-income units. The project is not anticipated to result in any negative impacts to the City’s General Fund.

CC #: 1976
File #: 0400-04-12
CONTACT: Shelby Maples 916-746-1347 [email protected] Mayor Krista Bernasconi opened the public hearing.

Planning Manager Greg Bitter introduced Associate Planner Shelby Maples.

Associate Planner Shelby Maples made the presentation to the City Council.

Chad Roberts on behalf of the applicant, spoke in support of the project.

Mayor Krista Bernasconi closed the public hearing.

Motion by Pauline Roccucci, seconded by Tracy Mendonsa, to adopt RESOLUTION NO. 22-072 AMENDING THE SIERRA VISTA
SPECIFIC PLAN; and adopt the five (5) findings of fact and introduce for first reading an ORDINANCE OF THE COUNCIL OF THE CITY OF ROSEVILLE

ADOPTING A FIRST AMENDMENT OF THE BASELINE P&R, LLC

DEVELOPMENT AGREEMENT BY AND BETWEEN THE CITY OF

ROSEVILLE AND SIERRA VISTA COMMUNITIES, LLC, RELATIVE TO

THE SIERRA VISTA SPECIFIC PLAN AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE.

The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Mendonsa, Roccucci

Absent: Houdesheldt

10.2.HOUSING AUTHORITY - FY2022-23 Annual Plan
Memo from Housing Supervisor Suzi Cook-Turner and Economic Development Director Melissa Anguiano recommending the City Council, acting as the Board of Directors for the Housing Authority, adopt RESOLUTION NO. 1-22 APPROVING THE FY2022-23 ANNUAL PLAN. This item also requests Council authorize submission of the FY2022-23 Roseville Housing Authority Annual Plan to the U.S.

Department of Housing & Urban Development along with the required certifications, disclosures, and related documents. This item does not create any additional cost to the City’s General Fund.

CC #: 1961
File #: 0709-01 & 0103-03-02
CONTACT: Suzi Cook-Turner 916-774-5414 [email protected] Trisha Isom 916-746-1239 [email protected]
Chair Krista Bernasconi opened the public hearing.

Housing Authority Executive Director Trisha Isom introduced Assistant Housing Authority Director Suzi Cook-Turner.

Assistant Housing Authority Director Suzi Cook-Turner made the presentation to the Housing Authority.

No public comment received.

Chair Krista Bernasconi closed the public hearing.

Motion by Scott Alvord, seconded by Tracy Mendonsa, to adopt HOUSING AUTHORITY RESOLUTION NO. 1-22 APPROVING THE FY2022-23
ANNUAL PLAN, and authorize submission of the FY2022-23 Roseville Housing Authority Annual Plan to the U.S. Department of Housing & Urban Development along with the required certifications, disclosures, and related documents. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Mendonsa, Roccucci

Absent: Houdesheldt

11. REPORTS / PUBLIC COMMENTS

No additional public comment received.

Fitness 45 - Councilmember Scott Alvord congratulated the new business in West Roseville.

Westbrook Elementary Groundbreaking Event - Councilmember Scott Alvord reported on attendance.

Board and Commission Applicants - Councilmember Scott Alvord thanked residents for applying.

Weber Park - Councilmember Pauline Roccucci spoke on how the park is hidden from view from Main Street.

First Responder's Fee - Councilmember Pauline Roccucci spoke on citizen concern upon receiving a bill for transportation to the hospital.

Western Placer Waste Management Authority Meeting - Councilmember Pauline Roccucci reported.

Olympus Park Clean-Up - Mayor Krista Bernasconi thanked the City Councilmembers and the Girl Scouts that joined her at the event.

New Water Tank Tour - Vice Mayor Krista Bernasconi thanked staff.

Today's Ride-along - Mayor Krista Bernasconi thanked staff.

Mayor's Cup Fundraiser - Mayor Krista Bernasconi announced the event to be held May 6, 2022 at Woodcreek Golf Course.

12. ADJOURNMENT
.

Motion by Tracy Mendonsa, seconded by Pauline Roccucci, to adjourn the meeting at 8:30 p.m. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Mendonsa

Absent: Houdesheldt

MINUTES
April 6, 2022

CLOSED SESSION
3:00 p.m.

City Council Chamber's Staff Room
311 Vernon Street
Roseville, California
www.roseville.ca.us
A. CLOSED SESSION CALL TO ORDER
Mayor Krista Bernasconi called the meeting to order at 4:08 p.m.

B. CLOSED SESSION SILENT ROLL CALL

Present: Houdesheldt, Alvord, Roccucci, Mendonsa, Bernasconi C. CLOSED SESSION PUBLIC COMMENTS
No public comment received.

D. CLOSED SESSION
D.1. Public Employee Performance Evaluation and Conference with Designated Representative
A. Pursuant to Government Code Section 54957(b)(1)
Performance evaluation of the City Manager and the City Attorney B. Pursuant to Government Code Section 54957.6(a)
Conference with designated representative: Mary Egan, Municipal Resource Group
Compensation/fringe benefits of unrepresented employees CONTACT: Stacey Peterson 916-774-5374 [email protected] Closed Session Disclosure: No reportable action taken.

E. CLOSED SESSION ADJOURNMENT
Mayor Krista Bernasconi adjourned the meeting at 5:14 p.m.

MINUTES
April 6, 2022

CITY COUNCIL

HOUSING AUTHORITY
6:00 p.m.

Council Chambers
311 Vernon Street
Roseville, California
www.roseville.ca.us
The meeting may be viewed on Comcast channel 14, Consolidated Communications channel 73, and AT&T U-Verse. City Council meetings are also video streamed live on the City’s website at roseville.ca.us/watch and roseville.ca.us/agenda, and the City’s YouTube channel at youtube.com/CityofRosevilleCa.

If you need a disability-related modification or accommodation to participate in this meeting, please contact Voice: 916-774-5200, TDD: 916-774-5220. Requests must be made as early as possible.

1. CALL TO ORDER
Mayor Krista Bernasconi called the meeting to order at 6:01 p.m.

2. ROLL CALL

Present: Houdesheldt, Alvord, Roccucci, Mendonsa, Bernasconi.

3. PLEDGE OF ALLEGIANCE
Roseville Police Officer Chad Quiarte led the Pledge of Allegiance.

4. MEETING PROCEDURES
City Clerk Carmen Avalos announced the procedures for addressing the City Council.

5. PRESENTATIONS

5.1. Proclamation - Fair Housing Month April 2022
Proclaim April 2022 as “Fair Housing Month,” and encourage all residents and community organizations to celebrate the value of harmonious, inclusive, and diverse communities of neighbors and to support the goal of equal housing opportunity for all people.

CONTACT: Blair Hutchison 916-774-5266 [email protected] City Clerk Carmen Avalos announced the item is continued to the April 20th meeting.

6. PUBLIC COMMENTS
No public comment received.

7. CONSENT CALENDAR

BEGINNING OF CONSENT CALENDAR
Motion by Bruce Houdesheldt, seconded by Tracy Mendonsa, to approve the Consent Calendar as recommended. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci Bids / Purchases / Services

7.1. Supply and Delivery of Glycerin Based Carbon (RFQ 10-3317) - Contract Purchase Agreements
Memo from Buyer Becky Philipp and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22-091 APPROVING A CONTRACT PURCHASE AGREEMENT, BYAND

BETWEEN THE CITY OF ROSEVILLE AND MOMAR, INCORPORATED,

AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3001857); and adopt RESOLUTION NO. 22- 092 APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND ENVIRONMENTAL
OPERATING SOLUTIONS, INC., AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3001858). Staff recommends Council approve contract purchase agreements with Momar, Incorporated and Environmental Operating Solutions, Inc. to supply and deliver Glycerin Based Carbon to the Dry Creek Wastewater Treatment Plant on an as-needed basis. The total award for the combined initial contracts through June 30, 2023 is estimated to be $150,000. The estimated total is $30,000 for the remainder of FY2021-22 and $120,000 for FY2022-23, and funding is included in the Environmental Utilities Department's Dry Creek Wastewater Treatment Plant budget in the Wastewater Operations Fund. Spending for future renewals will be contingent upon Council approval of budgets. Staff requests authorization for four optional renewal years without further Council approval, pending Council’s approval of the annual budget.

CC #: 2001
File #: 0203-03
CONTACT: Becky Philipp 916-774-5724 [email protected]

7.2. Applicant Tracking Software - Contract Purchase Agreement Change Order Authority
Memo from Acting Information Technology Program Manager Robin Bernhard and Chief Information Officer Hong Sae recommending the City Council adopt RESOLUTION NO. 22-089 APPROVING CHANGE ORDER AUTHORITY
(3001746). Staff requests Council approve a contract purchase agreement contingency authority for additional costs, not to exceed $7,000, to pay for services required to complete the City’s implementation and maintenance of the NEOGOV applicant tracking software, and authorize the Human Resources Director to approve change orders. The total costs for the software and implementation services, including the $7,000 contingency, is $77,523. The Applicant Tracking software implementation project has a total project budget of $100,000 in the City's Information Technology Replacement Fund, which is funded by the General Fund, enterprise funds and other internal services funds CC #: 1997
File #: 0600
CONTACT: Robin Bernhard 916-774-5127 [email protected]

7.3. Flooring Repair and Installation Services - Contract Purchase Agreement Memo from Administrative Technician Darci Carpenter and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22- 087 APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND DFS FLOORING LP,

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3001872). Staff requests Council approve a contract purchase agreement with DFS Flooring LP, for flooring repair and installation. Projected spending for this agreement for the remainder of FY2021-22 is $185,000. This is the first year with four optional renewal years on this contract. Funding for this agreement is available in the adopted FY2021-22 budget and the proposed FY2022-23 budget for the Facility Rehabilitation Fund.

CC #: 1995
File #: 0203-04
CONTACT: Darci Carpenter 916-774-5702 [email protected]

7.4. Housing Pro Software - Contract Purchase Agreement Memo from Housing Supervisor Suzi Cook-Turner and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 22-088 APPROVING A SOLE SOURCE CONTRACT PURCHASE

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND MRI

SOFTWARE, LLC, AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3001825). Staff

requests Council approve a contract purchase agreement with MRI Software, LLC for management, technical support, and maintenance of the Housing Pro software used by Roseville Housing Authority’s Housing Choice Voucher and Project-Based Voucher programs. There are adequate funds included in the Roseville Housing Authority’s Fiscal Year 2021-22 budget to fund the program. This contract will provide a savings of 12% during the first year and cap the annual support increase at 3.5% over the next five years. No additional General Fund resources are required.

CC #: 1996
File #: 0709-02-01
CONTACT: Suzi Cook-Turner 916-774-5414 [email protected] Trisha Isom 916-746-1239 [email protected]
Resolutions

7.5. 2021 Housing Element Annual Progress Report and 2021 General Plan Annual Progress Report
Memo from Housing Manager Trisha Isom and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 22- 085 HOUSING ELEMENT ANNUAL PROGRESS REPORT; and adopt
RESOLUTION NO. 22-086 GENERAL PLAN ANNUAL PROGRESS
REPORT. Staff requests Council approve an annual informational report on the status of the annual progress reports for the Housing Element and the General Plan progress implementation, as required by the State of California. The staff cost to develop the progress reports was included in the FY2021-22 adopted budget.

There is no impact to the City's General Fund.

CC #: 1994
File #: 0709-01
CONTACT: Trisha Isom 916-746-1239 [email protected] Lauren Hocker 916-774-5272 [email protected]

7.6. HOUSING AUTHORITY - Administrative Plan Amendment
Memo from Housing Supervisor Suzi Cook-Turner and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 2-22 APPROVING THE UPDATED ROSEVILLE HOUSING
AUTHORITY ADMINISTRATIVE PLAN. Staff requests Council approve revisions to the proposed amendments to the Project-Based Voucher chapter of the Roseville Housing Authority Administrative Plan. The amendments have no impact on the City's General Fund.

CC #: 1987
File #: 0709-01 & 0103-03-02
CONTACT: Suzi Cook-Turner 916-774-5414 [email protected] Trisha Isom 916-746-1239 [email protected]

7.7. 401 Oak Street and 403 Oak Street – Exclusive Right to Negotiate Agreement Memo from Economic Development Project Manager Robert Cline and Economic

Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 22-080 APPROVING AN EXCLUSIVE RIGHT TO

NEGOTIATE AGREEMENT, BYAND BETWEEN THE CITY OF ROSEVILLE AND PHOENIX ENTERPRISES, INC. DBA SKK DEVELOPMENTS, AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council authorize the execution of the Exclusive Right to Negotiate with SKK Developments. This will allow the City and SKK Developments a period of time in which the two parties can work toward developing the terms of a purchase and sale agreement for 401 and 403 Oak Street and a project that is mutually satisfactory. The agreement prohibits both parties from entering into negotiations with another party for the same potential project during the period of time that the Exclusive Right to Negotiate agreement is in place. This action has no impact on the General Fund.

CC #: 2003
File #: 1003
CONTACT: Robert Cline 916-746-1172 [email protected]

7.8. Judicial Foreclosure of Delinquent Special Taxes Pursuant to the Mello-Roos Community Facilities Act of 1982, as Amended
Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22-082 RESOLUTION OF THE CITY COUNCIL OF

THE CITY OF ROSEVILLE ACTING AS THE GOVERNING BODY OF ALL

OF ITS COMMUNITY FACILITIES DISTRICTS ORDERING JUDICIAL

FORECLOSURE OF DELINQUENT SPECIAL TAXES PURSUANT TO THE MELLO-ROOS COMMUNITY FACILITIES ACT OF 1982 , AS AMENDED,

AND ORDERING THAT THE PLACER COUNTY TAX COLLECTOR BE
CREDITED WITH THOSE TAXES. Certain property owners have become delinquent in payments of the special taxes associated with some of the City's community facilities districts (CFDs). Bonds have been issued in connection with each of these CFDs and payments of these bonds are secured by special taxes levied upon individual property owners with each of these CFD boundaries. To comply with the City's bond covenants, when certain delinquency thresholds have been met, the City is required to commence foreclosure actions against any delinquent parcel(s). The combined special tax delinquencies recommended for judicial foreclosure action is $8,940.04. There is no fiscal impact to the City's General Fund. All legal fees are borne by the property owners and all penalties and interest collected will be credited to the subject CFDs.

CC #: 1989
File #: 0206-03-01
CONTACT: Jeannine Thrash 916-774-5473 [email protected] Dennis Kauffman 916-774-5313 [email protected]

7.9. Campus Oaks - CO-4 - Notice of Completion
Memo from Construction Inspector Danny Jacobo and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22- 083 ACCEPTING THE PUBLIC WORK KNOWN AS CAMPUS OAKS - CO-4,

APPROVING THE “NOTICE OF COMPLETION”, AND AUTHORIZING AND

DIRECTING THE CITY ENGINEER TO EXECUTE SAID NOTICE ON

BEHALF OF THE CITY OF ROSEVILLE, THEREFORE, AND ACCEPTING

ALL DEDICATIONS OFFERED ON THE RECORDED MAP OF THE
SUBDIVISION. The Engineering Division has made final inspection of the project and has found the civil improvement work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund. Construction costs were paid by the developer.

CC #: 1992
File #: 0400-04-18-1
CONTACT: Danny Jacobo 916-774-5486 [email protected]

7.10.Campus Oaks - CO-7 - Notice of Completion
Memo from Construction Inspector Danny Jacobo and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22- 090 ACCEPTING THE PUBLIC WORK KNOWN AS CAMPUS OAKS - CO-7 PROJECT, APPROVING THE “NOTICE OF COMPLETION”, AND

AUTHORIZING AND DIRECTING THE CITY ENGINEER TO EXECUTE

SAID NOTICE ON BEHALF OF THE CITY OF ROSEVILLE, THEREFORE,

AND ACCEPTING ALL DEDICATIONS OFFERED ON THE RECORDED
MAP OF THE SUBDIVISION. The Engineering Division has made final inspection of the project and has found the civil improvement work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund. Construction costs were paid by the developer.

CC #: 2000
File #: 0400-04-18-1
CONTACT: Danny Jacobo 916-774-5486 [email protected]

7.11.Federico Phase 2 - Village 1 - Notice of Completion Memo from Construction Inspector Andrew Druck and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22- 081 ACCEPTING THE PUBLIC WORK KNOWN AS FEDERICO PHASE 2 – Village 1, APPROVING THE "NOTICE OF COMPLETION", AND

AUTHORIZING AND DIRECTING THE CITY ENGINEER TO EXECUTE

SAID NOTICE ON BEHALF OF THE CITY OF ROSEVILLE, THEREFORE,

AND ACCEPTING ALL DEDICATIONS OFFERED ON THE RECORDED
MAP OF THE SUBDIVISION. The Engineering Division has made final inspection of the project and has found the civil improvement work complete in accordance with the improvement plans and City specifications. This action has no impact on the City's General Fund. Construction costs were paid by the developer.

CC #: 1988
File #: 0400-04-12-1
CONTACT: Andrew Druck 916-223-7577 [email protected]

7.12.Aquifer Storage and Recovery Program Support - Professional Services

Agreement
Memo from Hydrogeologist Trevor Joseph and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 22- 079 APPROVING A PROFESSIONAL SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND GEI CONSULTANTS, INC.,

AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests approval of a professional services agreement with GEI Consultants, Inc., in the amount of $398,020 for Aquifer Storage and Recovery program support. Funding for this agreement is budgeted in the Environmental Utilities’ Water Operations Fund.

CC #: 1986
File #: 0900-02
CONTACT: Trevor Joseph 916-746-1708 [email protected] Ordinances (for introduction and adoption - appropriation/urgency measures)

7.13.Staffing Changes
Memo from Human Resources Manager Linda Hampton and Human Resources Director Stacey Peterson recommending the City Council adopt ORDINANCE NO. 6466 AMENDING ORDINANCE NO. 6440, THE SALARY ORDINANCE FOR MANAGEMENT EMPLOYEES, AS AMENDED BY APPENDIX “C” TO BE EFFECTIVE APRIL 9, 2022, AS AN URGENCY MEASURE; and adopt ORDINANCE 6467 AMENDING ORDINANCE NO. 6433, THE SALARY

ORDINANCE FOR EMPLOYEES REPRESENTED BY THE INTERNATIONAL UNION OF OPERATING ENGINEERS, STATIONARY ENGINEERS, LOCAL 39, AS AMENDED BY APPENDIX “B” TO BE EFFECTIVE APRIL 9, 2022, AS AN URGENCY MEASURE; and adopt ORDINANCE NO. 6468 AMENDING
ORDINANCE NO. 6432, THE SALARY ORDINANCE FOR NON-SWORN

EMPLOYEES REPRESENTED BY THE ROSEVILLE POLICE ASSOCIATION, AS AMENDED BY APPENDIX “B” TO BE EFFECTIVE APRIL 9, 2022 AS AN URGENCY MEASURE; and adopt ORDINANCE NO. 6469 AMENDING
ORDINANCE NO. 6435, THE SALARY ORDINANCE FOR CONFIDENTIAL EMPLOYEES, AS AMENDED BY APPENDIX “B” TO BE EFFECTIVE APRIL 9, 2022, AS AN URGENCY MEASURE. The City engaged a consulting firm to conduct a job classification study of selected classes in the Public Works, Information Technology, Parks, Recreation and Libraries, Development Services, Finance and Police departments. The recommendations of the study properly classify employees in an effort to address significant recruitment challenges and support employee retention.

The study recommendations include job specification updates for all classifications studied and the reclassification of nineteen employees and 8 promotional opportunities with the resulting vacancies being eliminated. In addition, the recommendations include the deletion of eight (8) classifications and the addition of eleven (11) new classifications that reflect the duties assigned. Recommendations also include salary adjustments for eight (8) classifications to align salaries internally. Staff also requests Council approve the citywide position allocation schedule reflecting the reclassifications. No new positions are included with this request. The estimated total cost of the recommended position changes is $74,759 for the remainder of FY2021-22 and an annual cost of $323,957 ongoing. Of this amount, the General Fund impact is $15,237 for the rest of FY2021-22 and $66,028 ongoing.

CC #: 1991
File #: 0600-01
CONTACT: Linda Hampton 916-774-5215 [email protected]

7.14.Community Facilities Districts/Landscaping and Lighting Districts/Downtown Roseville Property Business Improvement District - Budget Adjustments Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt ORDINANCE NO. 6471 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND DECLARING THIS

ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE; and adopt ORDINANCE NO. 6472 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND

DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve two budget adjustments for the City's community facilities districts (CFD) and landscaping and lighting districts. The first budget adjustment trues up the budgets after final expenditure estimates, developed parcel counts and levy credits have been taken into consideration for each district. These adjustments help align the FY2021-22 budgeted amounts with what was submitted to Placer County for the property tax roll. The impact of the budget adjustments on the fund balance of the General Fund is an increase of $190,709 in additional revenue from CFD No. 3, Municipal Services. The second budget adjustment amends CFD budgets for bonds issued during the first half of the fiscal year, and has no impact on the General Fund.

CC #: 2004
File #: 0206-03 & 0206-08 & 0206-10 & 0201-01
CONTACT: Jeannine Thrash 916-774-5473 [email protected] Dennis Kauffman 916-774-5313 [email protected]

7.15.Self-Contained Breathing Apparatus - Placer County Office of Emergency Services Grant and Budget Adjustment
Memo from Division Chief Jason Rizzi and Fire Chief Rick Bartee recommending the City Council adopt ORDINANCE NO. 6470 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND

DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council accept an award from the Placer County Office of Emergency Services to purchase self-contained breathing apparatus cylinders for hazmat training and approve the associated budget adjustment of $51,200 in revenue and $51,200 in expenditures related to the grant. This is a costneutral request with no impact on the General Fund.

CC #: 1998
File #: 0203-12 & 0214 & 0201-01
CONTACT: Jason Rizzi 916-774-5802 [email protected] Ordinances (for second reading and adoption)

7.16.Second Reading - Sierra Vista Specific Plan - Parcel KT-20 and KT-30 - Affordable Unit Transfer
ORDINANCE NO. 6465 ADOPTING A FIRST AMENDMENT OF THE

DEVELOPMENT AGREEMENT BY AND BETWEEN THE CITY OF

ROSEVILLE AND SIERRA VISTA COMMUNITIES, LLC RELATIVE TO THE

SIERRA VISTA SPECIFIC PLAN AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE, for second reading and adoption.

CC #: 1985
File #: 0400-04-12
CONTACT: Shelby Maples 916-746-1347 [email protected]

END OF CONSENT CALENDAR

8. RESOLUTIONS

8.1. Sierra Vista Specific Plan Westpark-Federico Community Facilities District No. 1 Public Facilities - Bond Issuance
Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22-084 A RESOLUTION AUTHORIZING THE

ISSUANCE OF SPECIAL TAX BONDS FOR AND ON BEHALF OF THE

CITY OF ROSEVILLE SVSP WESTPARK-FEDERICO COMMUNITY
FACILITIES DISTRICT NO. 1 (PUBLIC FACILITIES), APPROVING AND

DIRECTING THE EXECUTION OF A SUPPLEMENTAL AGREEMENT TO

FISCAL AGENT AGREEMENT AND BOND PURCHASE AGREEMENT,

APPROVING THE FORM OF PRELIMINARY OFFICIAL STATEMENT,

APPROVING SALE OF SUCH BONDS, AND APPROVING OTHER
RELATED DOCUMENTS AND ACTIONS. This 2022 bond issuance is the third series of bonds being issued for the City's Sierra Vista Specific Plan WestparkFederico Community Facilities District ("CFD" or "District") No. 1 (Public Facilities), and will be used to construct and acquire certain public facilities of benefit to the District, provide for a deposit to a debt service reserve account, provide capitalized interest for debt service, and pay costs of issuance for the 2022 series Bonds. The 2022 Bonds have a not-to-exceed amount of $13,000,000. The CFD generates special taxes that are paid by the property owners sufficient to pay the costs for the debt service, CFD administration, and any authorized pay-as-you-go facilities, as well as provide funding in the future for maintenance/replacement of constructed facilities. The issuance of bonds will not impact the City's General Fund.

CC #: 1993
File #: 0206-03-01
CONTACT: Jeannine Thrash 916-774-5473 [email protected] Dennis Kauffman 916-774-5313 [email protected]
Assistant City Manager/Chief Financial Officer Dennis Kauffman made the

presentation to the City Council.

No public comment received.

Motion by Scott Alvord, seconded by Bruce Houdesheldt, to adopt RESOLUTION NO. 22-084 AUTHORIZING THE ISSUANCE OF SPECIAL TAX BONDS FOR AN ON BEHALF OF THE CITY OF ROSEVILLE SVSP WESTPARKFEDERICO COMMUNITY FACILITIES DISTRICT NO. 1 (PUBLIC

FACILITIES), APPROVING AND DIRECTING THE EXECUTION OF A

SUPPLEMENTAL AGREEMENT TO FISCAL AGENT AGREEMENT AND

BOND PURCHASE AGREEMENT, APPROVING THE FORM OF

PRELIMINARY OFFICIAL STATEMENT, APPROVING SALE OF SUCH

BONDS, AND APPROVING OTHER RELATED DOCUMENTS AND
ACTIONS. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

9. APPOINTMENTS

9.1. Economic Development Advisory Committee - Unscheduled Vacancy Appointment Memo from City Clerk Technician Katrina Six and City Clerk Carmen Avalos recommending the City Council appoint one (1) individual to the Economic Development Advisory Committee to a term expiring June 30, 2023 from the applications received from: Naaz Alikhan, Jim Claybaugh, Dawn Holm, and Jay Reed.

CC #: 2005
File #: 0103-44-03
CONTACT: Katrina Six 916-774-5267 [email protected] City Clerk Carmen Avalos made the presentation to the City Council.

No public comment received.

Motion by Bruce Houdesheldt, seconded by Pauline Roccucci, to appoint Naaz Alikhan to the Economic Development Advisory Committee to a term expiring June 30, 2023. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

10. PUBLIC HEARING

10.1.Zoning and Subdivision Ordinances - Roseville Municipal Code Amendments Memo from Senior Planner Lauren Hocker and Development Services Director Mike Isom recommending the City Council adopt the two findings of fact and introduce for first reading the ORDINANCE OF THE COUNCIL OF THE

CITY OF ROSEVILLE AMENDING ZONING ORDINANCE CHAPTERS

19.10, 19.28 AND 19.60 OF TITLE 19 OF THE ROSEVILLE MUNICIPAL

CODE REGARDING RESIDENTIAL DEVELOPMENT STANDARDS,
DENSITY BONUS REGULATIONS AND ACCESSORY DWELLING UNITS; and introduce for first reading the ORDINANCE OF THE COUNCIL OF THE

CITY OF ROSEVILLE AMENDING SUBDIVISION ORDINANCE
CHAPTERS 18.04, 18.05, 18.06, 18.10 AND 18.24 OF TITLE 18 OF THE

ROSEVILLE MUNICIPAL CODE REGARDING HEARING AUTHORITY,

MINISTERIAL TENTATIVE MAP APPLICATIONS, TENTATIVE MAP

APPLICATIONS, LOT LINE ADJUSTMENTS AND VOLUNTARY MERGERS, AND APPEALS. This is a city-initiated update to Title 19 (Zoning Ordinance) and Title 18 (Subdivision Ordinance) of the Roseville Municipal Code to reflect changes in state law and implement the City’s General Plan Housing Element. The request includes an Ordinance amending Zoning Ordinance Chapters 19.10 (residential development standards), 19.28 (density bonus), and 19.60 (accessory dwelling units).

The amendments to the Zoning Ordinance are to reflect recent changes in state law which: require the City to allow two residential units per lot in single-family zones (the City’s R1 and RS zones) (Senate Bill 9), require minor changes to density bonus provisions (Senate Bill 290), and specify that accessory dwelling units may be separately sold if they were built by a non-profit and will be sold as deed-restricted affordable housing (Assembly Bill 345). Also, an Ordinance amending Subdivision Ordinance Chapters 18.04 (hearing authority), 18.06 (tentative map applications), 18.10 (lot line adjustments and voluntary mergers), and 18.24 (appeals), and also adding new Chapter 18.05 (ministerial tentative map applications). The amendments to the Subdivision Ordinance are to reflect changes in state law (Senate Bill 9) requiring the City ministerially process two-lot parcel maps in single-family zones, and implementation of Housing Element Program 16 (Prioritize Affordable Housing) which calls for the establishment of ministerial mapping processes for affordable housing projects. The ordinance amendments will have no impact on the City's General Fund.

CC #: 1999
File #: 0400-02 & 0400-03
CONTACT: Lauren Hocker 916-774-5272 [email protected] Mayor Krista Bernasconi opened the public hearing.

Planning Manager Greg Bitter introduced Development Services Senior Planner Lauren Hocker.

Senior Planner Lauren Hocker made the presentation to the City Council.

No public comment received.

Mayor Krista Bernasconi closed the public hearing.

Motion by Pauline Roccucci, seconded by Tracy Mendonsa, to adopt the two findings of fact and introduce for first reading the ORDINANCE OF THE

COUNCIL OF THE CITY OF ROSEVILLE AMEDING ZONING ORDINANCE CHAPTERS 19.10, 19.28 AND 19.60 OF TITLE 19 OF THE ROSEVILLE

MUNICIPAL CODE REGARDING RESIDENTIAL DEVELOPMENT

STANDARDS, DENSITY BONUS REGULATIONS AND ACCESSORY
DWELLING UNITS; and introduce for first reading the ORDINANCE OF THE

COUNCIL OF THE CITY OF ROSEVILLE AMEDING SUBDIVISION
ORDINANCE CHAPTERS 18.04, 18.05, 18.10 AND 18.24 OF TITLE 18 OF

THE ROSEVILLE MUNICIPLE CODE REGARDING HEARING

AUTHORITY, MINISTERIAL TENTATIVE MAP APPLICATIONS,

TENTATIVE MAP APPLICAIOTN, LOT LINE ADJUSTMENTS AND
VOLUNTARY MERGERS, AND APPEALS. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

11. REPORTS / PUBLIC COMMENTS
No additional public comment received.

City Attorney Michelle Sheidenberger announced there was no reportable action taken at the 3:00 p.m. Closed Session.

New Sierra College Department - Councilmember Pauline Roccucci reported on her visit to the school's new Entrepreneur/Innovation Center.

Tommy Apostolos Fundraiser - Councilmember Pauline Roccucci reported on her attendance.

Lola's Mexican Restaurant - Councilmember Tracy Mendonsa encouraged residents to visit the new restaurant.

St. Baldrick's Fundraiser - Vice Mayor Bruce Houdesheldt reported on attendance.

Sacramento State Campus Fundraiser - Vice Mayor Bruce Houdesheldt reported on attendance.

Saugstad Park Clean Up - Vice Mayor Bruce Houdesheldt announced the event will take place on Saturday, April 9, 2022.

Eagle Scout Court of Honor - Vice Mayor Bruce Houdesheldt announced he will be representing the City at the Saturday ceremony.

California Municipal Utilities Association - Vice Mayor Bruce Houdesheldt reported on attendance.

Northern California Organized Crime Retail Association - Councilmember Scott Alvord reported on attendance.

Greater Sacramento Area Economic Council - Councilmember Scott Alvord reported on attendance.

Sun City Roseville Leadership Academy - Mayor Krista Bernasconi reported on her attendance at the graduation ceremony.

Roseville City School District Meeting - Mayor Krista Bernasconi announced Susan Goto will be honored at the April 7 meeting at 6:00 p.m.

12. ADJOURNMENT
Mayor Krista Bernasconi adjourned the meeting at 6:36 p.m.

MINUTES
April 20, 2022

CITY COUNCIL
6:00 p.m.

Council Chambers
311 Vernon Street
Roseville, California
www.roseville.ca.us
The meeting may be viewed on Comcast channel 14, Consolidated Communications channel 73, and AT&T U-Verse. City Council meetings are also video streamed live on the City’s website at roseville.ca.us/watch and roseville.ca.us/agenda, and the City’s YouTube channel at youtube.com/CityofRosevilleCa.

If you need a disability-related modification or accommodation to participate in this meeting, please contact Voice: 916-774-5200, TDD: 916-774-5220. Requests must be made as early as possible.

1. CALL TO ORDER
Mayor Krista Bernasconi called the meeting to order at 6:01 p.m.

2. ROLL CALL
Vice Mayor Houdesheldt, Councilmember Alvord, Councilmember Roccucci, Councilmember Mendonsa, Mayor Bernasconi.

3. PLEDGE OF ALLEGIANCE
Councilmember Mendonsa led the Pledge of Allegiance

4. MEETING PROCEDURES
City Clerk Carmen Avalos announced the meeting procedures.

5. PRESENTATIONS

5.1. Proclamation - Fair Housing Month April 2022

Proclaim April 2022 as “Fair Housing Month,” and encourage all residents and community organizations to celebrate the value of harmonious, inclusive, and diverse communities of neighbors and to support the goal of equal housing opportunity for all people.

CONTACT: Blair Hutchison 916-774-5266 [email protected] Mayor Krista Bernasconi presented the proclamation to Project Centennial Staff Attorney Ryan Reyes, who responded.

6. PUBLIC COMMENTS
Nancy Reckle spoke on concerns of out of town RV's parking on Lawton Avenue.

7. CONSENT CALENDAR

BEGINNING OF CONSENT CALENDAR
No public comment received.

Motion by Pauline Roccucci, seconded by Tracy Mendonsa, to approve the Consent Calendar as recommended. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci Bids / Purchases / Services

7.1. Pool Heaters and Chemistry Controller (RFQ 10-3313) - Contract Purchase Agreement
Memo from Buyer Sue Jessup and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22- 104 APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND
BETWEEN THE CITY OF ROSEVILLE AND KNORR SYSTEMS INT’L, LLC,

AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3001908). Staff requests Council approve a contract purchase agreement with Knorr Systems Int'l, LLC, formerly known as Knorr Systems, Inc., as the lowest responsive and responsible bidder for RFQ 10- 3313 for the purchase of Pool Heaters and a Water Chemistry Controller, including testing and installation. The Parks, Recreation, & Libraries Department has a requirement to replace two swimming pool heaters at the Roseville Aquatics Complex (RAC) and one chemistry controller at the Mike Shellito Indoor Pool that have surpassed their usable lives. The total cost of the equipment, including tax, is $259,550.28. Funding is included in the RAC Pool Heater Capital Improvement Project in the Parks, Recreation and Libraries Capital Projects Fund. Additionally, staff recommends Council approve change order authority for a 10% contingency, for a total contract authority not to exceed $285,505.31.

CC #: 2025
File #: 0203-10
CONTACT: Sue Jessup 916-746-1702 [email protected]

7.2. Audrey Huisking Park (W-50D) - Approve Plans and Specifications and Authorize Staff to Call for Bids
Memo from Park Development Project Manager Ken Peterson and Parks, Recreation & Libraries Director Jill Geller recommending the City Council approve the plans and specifications for Audrey Huisking Park (W-50D) and authorization for staff to call for bids. Huisking Park (formerly, W-50D) is a 1.2-acre neighborhood park site located at the intersection of Garland Way and Meeker Way in the West Roseville Specific Plan. The park master plan was approved by City Council on July 21, 2021. Additive alternates have been identified, including the direct purchase of playground structure equipment and sod for the turf areas in lieu of seed, to meet budget constraints. The architect’s estimate for construction for the base bid is $859,000. The estimate, including all additive alternatives combined, is $919,000. Additive alternates will be included in the construction contract as the budget allows. Funding for the park construction is provided through the West Roseville Neighborhood Park Fund and was appropriated in the Fiscal Year (FY) 2021-22 budget. Maintenance of the park will be funded from the Westpark Community Facilities District No. 2 (Public Services). There will be no General Fund impact.

CC #: 2029
File #: 0704-01
CONTACT: Ken Peterson 916-746-1233 [email protected]

7.3. Mahany Tennis Courts Renovation Project - Approval of Plans and Specifications and Authorize Staff to Call for Bids
Memo from Park Development Project Manager Joel De Jong and Parks, Recreation & Libraries Director Jill Geller recommending the City Council approve the plans and specifications for the Mahany Tennis Courts Renovation Project and authorize staff to call for bids. The Mahany Tennis Courts are located at the Mahany park site located at Pleasant Grove Boulevard and Woodcreek Oaks Boulevard.

The courts have undergone numerous repairs to address ongoing cracking in the foundation over the years, however, cracks have now become structural, making safe use of the courts a concern. The paving has reached the end of its useful life.

The tennis court renovation project includes removal and replacement of the existing tennis court surfacing and subgrade, installation of a vertical moisture barrier and concrete curbing around the perimeter of the courts, as well as modifications to the surrounding landscape and irrigation system to help prevent drainage and future cracking problems caused by excess soil moisture. The estimate for construction is $947,000. Funding for the park improvements will be requested from FY2020-21 General Fund surplus funds with a budget adjustment to be brought before Council in May 2022. Maintenance of the existing citywide park is provided by the General Fund and will remain unchanged.

CC #: 2022
File #: 0704-01
CONTACT: Joel De Jong 916-7745924 [email protected]

7.4. 116 S. Grant Street Tenant Improvements - Change Order Increase Memo from Project Coordinator Lori Hogan and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22- 094 APPROVING AN INCREASE IN CHANGE ORDER AUTHORITY. Due to continuing and ongoing supply chain issues, staff requests Council authorization to increase the change order authority for the 116 S. Grant Street tenant improvements from 10% to 15% in order to complete construction of the Project.

Funding for this work is included in the Electric Fund FY2021-22 budget. The project has no fiscal impact to the General Fund.

CC #: 2013
File #: 0203-04
CONTACT: Lori Hogan 916-774-5707 [email protected]

7.5. ESXi Server Upgrade (RFQ 10-3318) - Purchase Order and Budget Adjustment Memo from Buyer Becky Philipp and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council approve ORDINANCE NO. 6473 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve a purchase order to CDW Government LLC as the lowest responsive and responsible bidder for the purchase of ESXi server upgrade equipment and approve a budget adjustment to increase the budget in the Virtual Machine Server Infrastructure Replacement Capital Improvement Project by $75,741.

The recommended budget adjustment will increase the total project budget to $590,741, which include taxes, the training option and 2 terabyte memory option included in the bid. There are adequate available resources in each of the contributing funds for this budget adjustment.

CC #: 2014
File #: 0203-04
CONTACT: Becky Philipp 916-774-5724 [email protected]

7.6. Vehicle Purchases, Budget Adjustments and Out-of-State Travel Request Memo from Fleet Services Manager Brian Craighead and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22- 109 APPROVING A PURCHASE ORDER, BY AND BETWEEN THE CITY OF ROSEVILLE AND GOLDEN STATE FIRE APPARATUS, INC., AND

AUTHORIZING THE CITY MANAGER TO EXECUTE THE PROPOSAL

ACCEPTANCE STATEMENT AND THE INTERGOVERNMENTAL

COOPERATIVE PURCHASE AGREEMENT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt ORDINANCE NO. 6479 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND

DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE; and adopt ORDINANCE NO. 6480
AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22

BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY
EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council

approve a purchase order to Golden State Fire Apparatus, Inc. for one Pierce Enforcer 107’ tractor-drawn aerial apparatus and one Pierce Enforcer Type 1 Engine utilizing National Purchasing Partners Government contract# PS20240 in the amount of $2,581,243; and approve a sole source purchase order to Altec Industries, Inc. for one Altec AT37G articulating telescoping aerial device in the amount of $179,953; and amend the FY2021-22 Fleet Replacement budget by $44,750 to increase the approved budget of $135,250 to $180,000; and amend the FY2021-22 Fleet Replacement Budget by $2,607,055 to cover costs associated with the purchase of the Pierce vehicles. Staff also requests Council approval of out-of-state travel for Fleet Services and Fire Department staff members to attend two factory inspections for the Pierce Enforcer aerial apparatus and Enforcer engine built by Pierce Manufacturing in Appleton, Wisconsin, which includes a mid-construction review and final factory inspection. The estimated schedule for the mid-construction inspection is March 2024, with a final inspection in May 2024. Costs related to travel, including airfare, lodging, and meals, are covered by Golden State Fire Apparatus as part of the original purchase price.

CC #: 2033
File #: 0203-01 & 0600-02 & 0201-01
CONTACT: Brian Craighead 916-774-5731 [email protected]

7.7. 2022 Street Condition Assessment and RoadMatrix Update - Contract Purchase Agreement
Memo from Street Maintenance Manager Jerry Dankbar and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22- 099 APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND STANTEC CONSULTING
SERVICES INC., AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3002172). Staff requests Council approve an agreement for street condition assessment and RoadMatrix software update and authorize Stantec to drive every road in Roseville evaluating the condition of our pavement using the latest technology. This will include lasers and super high definition cameras, perform quality control and review of the data, input the data in the City's pavement management system, and provide analysis and reporting on the current condition of our roads, and the recommended maintenance given the funding available. The total cost of the service of $99,800 will be funded with Gas Tax revenue.

CC #: 2019
File #: 0203-13
CONTACT: Jerry Dankbar 916-774-5791 [email protected] Resolutions

7.8. 2022/2023 Landscaping and Lighting Districts Assessments - Initiate Proceedings, Intent to Levy, Approval of Engineer's Reports Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22-112 INITIATING PROCEEDINGS FOR THE

ANNUAL LEVY OF ASSESSMENTS FOR THE HISTORIC DISTRICT
LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR 2022/2023, PURSUANT TO THE PROVISIONS OF PART 2 OF DIVISION 15 OF THE CALIFORNIA STREETS AND HIGHWAYS CODE; and adopt RESOLUTION NO. 22-113 DECLARING ITS INTENTION TO LEVY ANNUAL

ASSESSMENTS FOR THE HISTORIC DISTRICT LANDSCAPING AND
LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-114 FOR PRELIMINARY APPROVAL OF THE ENGINEER’S

ANNUAL LEVY REPORT FOR THE HISTORIC DISTRICT LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-115 INITIATING PROCEEDINGS FOR THE ANNUAL

LEVY OF ASSESSMENTS FOR THE INFILL AREA LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR 2022/2023, PURSUANT TO THE PROVISIONS OF PART 2 OF DIVISION 15 OF THE CALIFORNIA
STREETS AND HIGHWAYS CODE; and adopt RESOLUTION NO. 22-116

DECLARING ITS INTENTION TO LEVY ANNUAL ASSESSMENTS FOR

THE INFILL AREA LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-117 FOR PRELIMINARY APPROVAL OF THE ENGINEER’S ANNUAL LEVY REPORT FOR THE

INFILL AREA LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-118 INITIATING
PROCEEDINGS FOR THE ENGINEER’S LEVY OF ASSESSMENTS FOR

THE JOHNSON RANCH LANDSCAPING AND LIGHTING DISTRICT,
FISCAL YEAR 2022/2023, PURSUANT TO THE PROVISIONS OF PART 2 OF DIVISION 15 OF THE CALIFORNIA STREETS AND HIGHWAYS CODE; and adopt RESOLUTION NO. 22-119 DECLARING ITS INTENTION TO

LEVY ANNUAL ASSESSMENTS FOR THE JOHNSON RANCH
LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-120 FOR PRELIMINARY APPROVAL OF THE

ANNUAL LEVY REPORT FOR THE JOHNSON RANCH LANDSCAPING
AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-121 INITIATING PROCEEDINGS FOR THE
ENGINEER’S LEVY OF ASSESSMENTS FOR THE NORTH CENTRAL

ROSEVILLE SPECIFIC PLAN LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023, PURSUANT TO THE PROVISIONS OF PART 2 OF DIVISION 15 OF THE CALIFORNIA STREETS AND HIGHWAYS CODE; and adopt RESOLUTION NO. 22-122 DECLARING ITS INTENTION TO

LEVY ANNUAL ASSESSMENTS FOR THE NORTH CENTRAL ROSEVILLE

SPECIFIC PLAN LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-123 FOR PRELIMINARY APPROVAL OF THE ENGINEER’S ANNUAL LEVY REPORT FOR THE

NORTH CENTRAL ROSEVILLE SPECIFIC PLAN LANDSCAPING AND
LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt 22- 124 INITIATING PROCEEDINGS FOR THE ANNUAL LEVY OF

ASSESSMENTS FOR THE NORTHWEST ROSEVILLE SPECIFIC PLAN
LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023, PURSUANT TO THE PROVISIONS OF PART 2 OF DIVISION 15 OF THE CALIFORNIA STREETS AND HIGHWAYS CODE; and adopt RESOLUTION NO. 22-125 DECLARING ITS INTENTION TO LEVY ANNUAL

ASSESSMENTS FOR THE NORTHWEST ROSEVILLE SPECIFIC PLAN
LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and

adopt RESOLUTION NO. 22-126 FOR PRELIMINARY APPROVAL OF THE ENGINEER’S LEVY REPORT FOR THE NORTHWEST ROSEVILLE

SPECIFIC PLAN LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-127 INITIATING

PROCEEDINGS FOR THE ANNUAL LEVY OF ASSESSMENTS FOR THE

OLYMPUS POINTE LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023, PURSUANT TO THE PROVISIONS OF PART 2 OF DIVISION 15 OF THE CALIFORNIA STREETS AND HIGHWAYS CODE; RESOLUTION NO. 22-128 DECLARING ITS INTENTION TO LEVYANNUAL

ASSESSMENTS FOR THE OLYMPUS POINTE LANDSCAPING AND
LIGHTING DISTRICT, FISCAL YEAR 2022/2023; RESOLUTION NO. 22-129 FOR PRELIMINARY APPROVAL OF THE ENGINEER’S ANNUAL LEVY

REPORT FOR THE OLYMPUS POINTE LANDSCAPING AND LIGHTING
DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-130

INITIATING PROCEEDINGS FOR THE ANNUAL LEVY OF ASSESSMENTS

FOR THE RIVERSIDE AVENUE LANDSCAPING AND LIGHTING
DISTRICT, FOR FISCAL YEAR 2022/2023, PURSUANT TO THE
PROVISIONS OF PART 2 OF DIVISION 15 OF THE CALIFORNIA
STREETS AND HIGHWAYS CODE; and adopt RESOLUTION NO. 22-131

DECLARING ITS INTENTION TO LEVY ANNUAL ASSESSMENTS FOR

THE RIVERSIDE AVENUE LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-132 FOR PRELIMINARY APPROVAL OF THE ENGINEER’S ANNUAL LEVY REPORT

FOR THE RIVERSIDE AVENUE LANDSCAPING AND LIGHTING
DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-133

INITIATING PROCEEDINGS FOR THE ANNUAL LEVY OF ASSESSMENTS

FOR THE VERNON STREET LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR 2022/2023, PURSUANT TO THE PROVISIONS OF PART 2 OF DIVISION 15 OF THE CALIFORNIA STREETS AND
HIGHWAYS CODE; and adopt RESOLUTION NO. 22-134 DECLARING ITS

INTENTION TO LEVY ANNUAL ASSESSMENTS FOR THE VERNON

STREET LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR
2022/2023; RESOLUTION NO. 22-135 FOR PRELIMINARY APPROVAL OF THE ENGINEER’S ANNUAL LEVY REPORT FOR THE VERNON STREET LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023.

These Landscaping and Lighting Districts (LLDs) were formed within the City to levy and collect assessments for maintenance of public improvements pursuant to the Landscaping and Lighting Act of 1972, Part 2 of Division 15 of the Streets and Highways Code Sections 22500, et seq., and Article XIII D of the California Constitution. All charges are needed to fully fund landscape services in each LLD.

There is no fiscal impact to the General Fund.

CC #: 2037
File #: 0206-08-01
CONTACT: Jeannine Thrash 916-774-5473 [email protected]

7.9. Utility Billing Field Collection System - Master Sales Agreement Amendment Memo from Utility Billing and Field Services Supervisor Jason Kemp and Electric Utility Director Dan Beans recommending the City Council adopt RESOLUTION NO. 22-095 APPROVING A SECOND AMENDMENT TO THE MASTER

SALES AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND ITRON, INC., AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve a second amendment to the Master Sales Agreement with Itron, Inc. and authorize the City Manager or his designee to execute four (4) additional one (1) year renewals without further City Council approval, provided that the applicable budget is approved by the City Council each year, or until City staff determines that continuing with the same vendor is not in the City’s best interest. The total annual cost of the second amendment is not to exceed $3,905. The first year is pro-rated and will cost $2,527.92. Funding for this amendment is included in the adopted FY2021-22 Electric Fund budget. This recommendation has no impact on the City's General Fund.

CC #: 2015
File #: 0800-03
CONTACT: Jason Kemp 916-746-1284 [email protected]

7.10.Load Research System Software - Sole Source Master Sales Agreement Memo from Senior Electric Business Analyst Joanna Cucchi and Electric Utility Director Dan Beans recommending the City Council adopt RESOLUTION NO. 22-108 APPROVING A THREE YEAR SOLE SOURCE MASTER SALES

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND ITRON, INC., AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve a three year Master Sales Agreement with Itron for three separate software licenses including Load Research System, MetrixLT, and MetrixND totaling $86,527.41.

Funds for year 1 of the agreement are available in Electric’s approved FY2021-22 budget. Future funding requirements are $28,755.33 for FY2022-23 and $31,630.86 for FY2023-24.

CC #: 2030
File #: 0800-03
CONTACT: Joanna Cucchi 916-746-1609 [email protected]

7.11.Campus Oaks CO-11, 13, 14 & 16 - Notice of Completion Memo from Construction Inspector Danny Jacobo and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22- 096 ACCEPTING THE PUBLIC WORK KNOWN AS CAMPUS OAKS CO-11, 13, 14 & 16 PROJECT, APPROVING THE "NOTICE OF COMPLETION",

AND AUTHORIZING AND DIRECTING THE CITY ENGINEER TO

EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF ROSEVILLE,

THEREFORE, AND ACCEPTING ALL DEDICATIONS OFFERED ON THE RECORDED MAP OF THE SUBDIVISION. The Engineering Division has made final inspection of the project and has found the civil improvement work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund. Construction costs were paid by the developer.

CC #: 2016
File #: 0400-04-18

CONTACT: Danny Jacobo 916-223-7486 [email protected]

7.12.Campus Oaks CO-12 - Phase 1 - Notice of Completion Memo from Construction Inspector Danny Jacobo and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22- 097 ACCEPTING THE PUBLIC WORK KNOWN AS CAMPUS OAKS CO-12 (PHASE 1) PROJECT, APPROVING THE "NOTICE OF COMPLETION",

AND AUTHORIZING AND DIRECTING THE CITY ENGINEER TO

EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF ROSEVILLE,

THEREFORE, AND ACCEPTING ALL DEDICATIONS OFFERED ON THE RECORDED MAP OF THE SUBDIVISION. The Engineering Division has made final inspection of the project and has found the civil improvement work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund. Construction costs were paid by the developer.

CC #: 2017
File #: 0400-04-18
CONTACT: Danny Jacobo 916-223-7486 [email protected]

7.13.Campus Oaks CO-12 - Phase 2 - Notice of Completion Memo from Construction Inspector Danny Jacobo and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22- 098 ACCEPTING THE PUBLIC WORK KNOWN AS CAMPUS OAKS CO-12 (PHASE 2) PROJECT, APPROVING THE "NOTICE OF COMPLETION",

AND AUTHORIZING AND DIRECTING THE CITY ENGINEER TO

EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF ROSEVILLE,

THEREFORE, AND ACCEPTING ALL DEDICATIONS OFFERED ON THE RECORDED MAP OF THE SUBDIVISION. The Engineering Division has made final inspection of the project and has found the civil improvement work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund. Construction costs were paid by the developer.

CC #: 2018
File #: 0400-04-18
CONTACT: Danny Jacobo 916-223-7486 [email protected]

7.14.Sierra Vista KT-1A - Final Map and Subdivision Agreement Memo from Associate Engineer Jeff Hendrix and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22-106

APPROVING A SUBDIVISION AGREEMENT, BY AND BETWEEN THE

CITY OF ROSEVILLE AND SIERRA VISTA COMMUNITIES, LLC, AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and approve the Sierra Vista KT-1A final map. The Engineering Department has completed its review of the final map and found that it is in compliance with the approved tentative map. This map will create 60 residential lots and 4 public landscape lots. The actions requested have no fiscal impact on the City's General Fund.

CC #: 2027
File #: 0400-04-12-1 & 0400-07
CONTACT: Jeff Hendrix 916-774-5463 [email protected]

7.15.Downtown Roseville Property and Business Improvement District - 2021 Annual Report and 2022 Budget
Memo from Economic Development Manager Wayne Wiley and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 22-093 APPROVING THE 2021 DOWNTOWN

ROSEVILLE PROPERTY AND BUSINESS IMPROVEMENT DISTRICT
ANNUAL REPORT AND 2022 BUDGET. Staff requests Council receive an update regarding the 2021 Downtown Roseville Property and Business Improvement District Annual Report including current activities and future operations and approve the annual report and the 2022 Budget for the Downtown Roseville Partnership. The City contributes to the Property and Business Improvement District each year in the form of parcel assessments for City-owned property in Downtown Roseville. The 2021 City assessment was $74,220.06 and the total assessment collected for the district was $214,195.32. Receiving the annual report has no impact on the General Fund and a maximum of 2% of the property assessment will be retained by the City to cover the costs of administration of the management agreement.

CC #: 2007
File #: 0206-10-01
CONTACT: Wayne Wiley 916-774-5283 [email protected]

7.16.Dry Creek Greenway East Phase 2 (Rocky Ridge Drive to Old Auburn Road) - Active Transportation Program Grant Authorization
Memo from Alternative Transportation Analyst Alison Winter and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22-111 APPROVING A GRANT APPLICATION TO THE CALIFORNIA

TRANSPORTATION 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 Council approve the submission of a grant application that will allow the City to receive up to $6,500,000 through the Active Transportation Program for the Dry Creek Greenway East Trail Phase 2 (Rocky Ridge Drive to Old Auburn Road) project. The estimated total cost for the Dry Creek Greenway Multi-Use Trail – Segment 2 project is approximately $7.5M. The estimated cost of Plans, Specifications, and Estimates, permitting and right-of-way is approximately $850,000, which will be funded through local transportation funds.

CC #: 2036
File #: 0721 & 0214
CONTACT: Alison Winter 916-774-5365 [email protected] Ordinances (for introduction and adoption - appropriation/urgency measures)

7.17.Zero-Emission Battery Electric Buses - Purchase Order and Budget Adjustment Memo from Transit Operations Analyst Ed Scofield and Public Works Director Jason Shykowski recommending the City Council adopt ORDINANCE NO. 6478 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR
2021-22 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve a budget adjustment in the amount of $5,587,587; and approve the purchase of five (5) zero-emission battery-electric buses for a total purchase price not to exceed $5,408,493; and approve a Purchase Order to Proterra upon California Transportation Commission approval of the allocation of Solutions for Congested Corridors Program funding. No General Funds are being used for this project.

CC #: 2032
File #: 0721 & 0201-01
CONTACT: Ed Scofield 916-869-9109 [email protected]

7.18.Pleasant Grove Pump Station Modifications Project – Budget Adjustment Memo from Senior Engineer Jason Marks and Environmental Utilities Director Richard Plecker recommending the City Council adopt ORDINANCE NO. 6474 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22

BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY
EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve a budget adjustment initiating the Pleasant Grove Pump Station Modifications Project with a budget of $690,000 using available resources in the Water Rehabilitation Fund. This project is important to the Water Utility for operational flexibility and drought resiliency.

CC #: 2024
File #: 0900-02 & 0201-01
CONTACT: Jason Marks 916-342-9573 [email protected]

7.19.Personal Thermal Imaging Cameras - Grant Award and Budget Adjustment Memo from Division Chief Jason Rizzi and Fire Chief Rick Bartee recommending City Council adopt RESOLUTION NO. 22-103 ACCEPTING A GRANT AWARD FROM THE U.S. DEPARTMENT OF HOMELAND

SECURITY THROUGH THE CALIFORNIA OFFICE OF EMERGENCY
SERVICES ON BEHALF OF THE CITY OF ROSEVILLE; and adopt
ORDINANCE NO. 6475 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council accept the award from the Department of Homeland Security - Urban Area Security Initiative to purchase thermal imaging cameras for firefighting operations and approve a budget adjustment of $40,317 in revenue awarded by the Department of Homeland Security - Urban Area Security and $40,317 in expenditures related to the grant. No matching funds are required. Maintenance costs for these new thermal imaging cameras are included in the department's existing budget in the General Fund.

CC #: 2023
File #: 0214 & 0201-01
CONTACT: Jason Rizzi 916-774-5802 [email protected] Ordinances (for second reading and adoption)

7.20.Second Reading - Zoning and Subdivision Ordinances - Roseville Municipal Code Amendments
ORDINANCE NO. 6476 AMENDING SECTION 19.10.030 OF CHAPTER

19.10 OF TITLE 19 OF THE ROSEVILLE MUNICIPAL CODE REGARDING RESIDENTIAL ZONES, AMENDING SECTIONS 19.28.040, 19.28.060, AND

19.28.100 OF CHAPTER 19.28 OF TITLE 19 OF THE ROSEVILLE

MUNICIPAL CODE REGARDING RESIDENTIAL DENSITY BONUS, AND AMENDING SECTION 19.60.080 OF CHAPTER 19.60 OF TITLE 19 OF THE

ROSEVILLE MUNICIPAL CODE REGARDING ACCESSORY DWELLING
UNITS; and adopt ORDINANCE NO. 6477 AMENDING SECTIONS 18.04.025,

18.04.030 AND 18.04.060 OF CHAPTER 18.04 OF TITLE 18 OF THE

ROSEVILLE MUNICIPAL CODE REGARDING CITY COUNCIL,
COMMISSION AND COMMITTEE POWERS, ADDING CHAPTER 18.05 TO TITLE 18 OF THE ROSEVILLE MUNICIPAL CODE REGARDING
TENTATIVE MAP APPLICATIONS – MINISTERIAL, AMENDING
SECTIONS 18.06.030, 18.06.050 AND 18.06.080 OF CHAPTER 18.06 OF TITLE 18 OF THE ROSEVILLE MUNICIPAL CODE REGARDING
TENTATIVE MAP APPLICATIONS, AMENDING SECTIONS 18.10.010,

18.10.050, 18.10.060, 18.10.070, 18.10.080, 18.10.090, AND 18.10.100 OF CHAPTER 18.10 OF TITLE 18 OF THE ROSEVILLE MUNICIPAL CODE

REGARDING LOT LINE ADJUSTMENTS AND VOLUNTARY MERGERS,
AND AMENDING SECTIONS 18.24.010 AND 18.24.015 OF CHAPTER 18.24 OF TITLE 18 OF THE ROSEVILLE MUNICIPAL CODE REGARDING
APPEALS, for second reading and adoption.

CC #: 2031
File #: 0400-02 & 0400-03
CONTACT: Lauren Hocker 916-774-5272 [email protected] Reports / Requests

7.21.Out-of-State Travel Request - Police Department
Memo from Management Analyst Mark Peinado and Police Chief Troy Bergstrom recommending the City Council approve out-of-state travel from May 15th to May 18th, 2022, to Indianapolis, Indiana, for three Police department staff members to attend the Tyler New World Connect Conference. Funding for travel, lodging, and conference cost is estimated at $3,000 per attendee for a total of $9,000. There are sufficient funds in the FY2021-22 Police Department budget in the General Fund to cover the expenditure. No additional funds are being requested.

CC #: 2008
File #: 0600-02

CONTACT: Mark Peinado 916-774-5021 [email protected] Ceremonial Documents

7.22.Resolution - Lorrie McClain
Commend Lorrie McClain for her 23 years of outstanding service and dedication to the City of Roseville, congratulate her for her many accomplishments, and wish her a long, healthy, and enjoyable retirement.

CC #: 2011
File #: 0102-10
CONTACT: Blair Hutchison 916-774-5266 [email protected]

END OF CONSENT CALENDAR

8. RESOLUTIONS

8.1. Reservation of Affordable Housing Funds for Development of Affordable Housing Projects
Memo from Housing Manager Trisha Isom and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 22- 105 APPROVING THE RESERVATION OF $7,500,000 IN AFFORDABLE

HOUSING FUNDS FOR DEVELOPMENT OF AFFORDABLE HOUSING
PROJECTS. Staff requests approval to reserve $7,500,000 in affordable housing funds for three housing projects to be developed in Roseville. The request is for $1,364,239 from the City Local Housing Trust Fund and $1,135,761 from the State Local Housing Trust Fund toward the construction of Hampstead’s affordable housing project, Prospera at Fiddyment Ranch; and reserve $2,500,000 from the City Local Housing Trust Fund toward the construction of Mercy Housing’s affordable housing project, Pleasant Grove Apartments; and reserve $2,500,000 from the City Local Housing Trust Fund, Affordable Housing Fund and Low/Mod Fund toward the construction of Bridge Housing’s affordable housing project, 505 Royer Apartments.

CC #: 2026
File #: 0709-03-02
CONTACT: Trisha Isom 916-746-1239 [email protected] Housing Manager Trisha Isom made the presentation to the City Council.

No public comment received.

Motion by Bruce Houdesheldt, seconded by Scott Alvord, to adopt RESOLUTION NO. 22-105 APPROVING THE RESERVATION OF $7,500,000 IN

AFFORDABLE HOUSING FUNDS FOR DEVELOPMENT OF
AFFORDABLE HOUSING PROJECTS. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

9. SPECIAL REQUESTS/REPORTS/PRESENTATION

9.1. Council Discretionary Funds - Lincoln Veterans Memorial Coalition Memo from Management Assistant Cary Camilleri and City Clerk Carmen Avalos recommending the City Council consider a request from The Lincoln Veterans Memorial Coalition for Council Discretionary Funds to help provide funding for the Placer County Veterans Monument at McBean Memorial Park in Lincoln, California.

The monument is built and currently includes Roseville veterans. The Lincoln Veterans Memorial Coalition is looking to raise $100,000 for the next phase of the monument. They are not asking for any specific amount, however, the sponsorship request will allow for additional plaques available to purchase for all verified Placer County & Roseville veterans.

CC #: 2040
File #: 0102
CONTACT: Cary Camilleri 916-746-1350 [email protected] City Clerk Carmen Avalos made the presentation to the City Council.

The Lincoln Veterans Memorial Coalition President Don Witt introduced Gary Burns who both spoke on the request.

No public comment received.

Motion by Tracy Mendonsa, seconded by Scott Alvord, to approve a sponsorship in the amount of $1,000 for the Placer County Veterans Monument at McBean Memorial Park in Lincoln, CA. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

9.2. Measure B Local Sales Tax Citizens' Oversight Committee Report Memo from Budget Manager Scott Pettingell and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council receive an informational report and presentation from the Local Sales Tax Citizens' Oversight Committee on the fiscal year 2020-21 revenue and expenditures of the Measure B sales and use tax. There is no fiscal impact related to receiving this report.

CC #: 2010
File #: 0103-22
CONTACT: Dennis Kauffman 916-774-5313 [email protected] City Manager Dominick Casey introduced Measure B Local Sales Tax Citizens' Oversight Committee members Kathryn Kitchell and Megan Krafka.

Measure B Local Sales Tax Citizens' Oversight Committee members Kathryn Kitchell and Megan Krafka made the presentation to the City Council.

No public comment received.

For information only. No action required.

9.3. Western Placer Waste Management Authority - Flow Control Commitment Memo from Refuse Utility Manager Devin Whittington and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION 22-137 APPROVING AN AGREEMENT, BY AND BETWEEN THE CITY OF

ROSEVILLE AND WESTERN PLACER WASTE MANAGEMENT

AUTHORITY, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council authorize the City Manager to execute the Agreement for Delivery of Solid Waste between the Western Placer Waste Management Authority (WPWMA) and the City, and all other documents necessary to effectuate said Agreement on behalf of the City, concerning our flow control commitment for the delivery of waste materials thereunder. The City will be required to annually deliver a minimum of 38,000 tons of Municipal Solid Waste, 9,000 tons of food/green waste, and all construction and demolition debris to WPWMA. The fiscal impact will be the future tipping fee multiplied by the tonnage. The funds are budgeted in the FY2021-22 Waste Services Operations Fund.

CC #: 2041
File #: 0800-03
CONTACT: Devin Whittington 916-774-5783 [email protected] Environmental Utilities Director Rich Plecker made the presentation to the City Council.

Western Placer Waste Management Authority Executive Director Ken Grehm spoke in support of the item.

Motion by Bruce Houdesheldt, seconded by Pauline Roccucci, to adopt RESOLUTION 22-137 APPROVING AN AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND WESTERN PLACER WASTE

MANAGEMENT AUTHORITY, AND AUTHORIZING THE CITY MANAGER
TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Lipp, Mendonsa, Roccucci, Six

9.4. City Manager and City Attorney Compensation

Memo from Human Resources Manager Linda Hampton and Human Resources Director Stacey Peterson recommending the City Council adopt ORDINANCE NO. 6481 AMENDING ORDINANCE NO. 6346 THE SALARY ORDINANCE

FOR CITY COUNCIL APPOINTED POSITIONS, AS AMENDED BY
APPENDIX “P” TO BE EFFECTIVE APRIL 23, 2022 AS AN URGENCY MEASURE. As a result of the annual evaluations of the City Manager and City Attorney, staff requests Council approve the City Council Appointed Positions salary schedule, effective April 23, 2022, to reflect a 3% salary increase for City Manager and City Attorney to help prevent compaction with their direct reports who received a 3% general wage increase in January. With the implementation of this change, there will be an impact of $2,685 to the City Manager’s Office budget and $2,317 to the City Attorney’s Office budget, both of which can be absorbed in the current fiscal year budget. The additional annual cost of the salary and benefit increases will be included in the fiscal year 22-23 budget planning.

CC #: 2039
File #: 0600-01
CONTACT: Linda Hampton 916-774-5215 [email protected] Human Resources Director Stacey Peterson made the presentation to the City Council.

No public comment received.

Motion by Tracy Mendonsa, seconded Bruce Houdesheldt, to adopt ORDINANCE NO. 6481 AMENDING ORDINANCE NO. 6346 THE

SALARY ORDINANCE FOR CITY COUNCIL APPOINTED POSITIONS, AS AMENDED BY APPENDIX "p" TO BE EFFECTIVE APRIL 23, 2022 AS AN URGENCY MEASURE, and approve the City Council Appointed Positions salary schedule, effective April 23, 2022, to reflect a 3% salary increase for City Manager and City Attorney. The Motion Passed
Vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

9.5. Environmental Utilities Department - Budget Update Memo from Environmental Utilities Business Administrator Janet Vargas and Environmental Utilities Director Richard Plecker recommending the City Council receive a budget update from the Environmental Utilities Department.

There is no fiscal impact associated with this report.

CC #: 2009
File #: 0800-02
CONTACT: Janet Vargas 916-774-5557 [email protected] Environmental Utilities Director Richard Plecker made the presentation to the City Council.

No public comment received.

For information only. No action taken.

9.6. Roseville Electric Department - Budget Update
Memo from Electric Utility Finance Administrator Eric Campbell and Electric Utility Director Dan Beans recommending the City Council receive an update from Roseville Electric on their budget development. This is an informational presentation that has no fiscal impact.

CC #: 2012
File #: 0800-03
CONTACT: Eric Campbell 916-774-5626 [email protected] Electric Utility Director Daniel Beans introduced Electric Utility Finance Administrator Eric Campbell.

Electric Utility Finance Administrator Eric Campbell made the presentation to the City Council.

No public comment received.

For information only. No action taken.

10. PUBLIC HEARING

10.1.Adoption of Master Schedule of User and Regulatory Fees Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22-100 ADOPTING A MASTER SCHEDULE OF USER AND REGULATORY FEES, EFFECTIVE JULY 1, 2022 THROUGH JUNE 30, 2023. The City’s Schedule of User and Regulatory Fees identifies fees for services and activities provided at the request of, or on behalf of, a single party as opposed to the public at large. The Fee Schedule is intended to be reviewed annually, with staff conducting bi-annual studies to identify the City’s cost of providing fee-related services based on current labor rates and service delivery methods. The proposed fee schedule, effective July 1, 2022 through June 30, 2023, is based on the results of a User and Regulatory Fee Study completed in March 2022. The anticipated annual revenue impact of the proposed changes included in the Fee Schedule update is approximately $469,000 citywide. This change assumes approximately 5% increase in revenue from the fees included in the City's Fee Schedule and expenditure offsets related to deposit-based billings.

CC #: 2020
File #: 0215

CONTACT: Jeannine Thrash 916-774-5473 [email protected] Dennis Kauffman 916-774-5313 [email protected]
Mayor Krista Bernasconi opened the public hearing.

Management Analyst Jeannine Thrash introduced Clear Source Financial Consulting President Terry Madsen.

Clear Source Financial Consulting President Terry Madsen made the presentation to the City Council.

No public comment received.

Mayor Krista Bernasconi closed the public hearing.

Motion by Bruce Houdesheldt, seconded by Tracy Mendonsa, to adopt RESOLUTION NO. 22-100 ADOPTING A MASTER SCHEDULE OF USER AND REGULATORY FEES, EFFECTIVE JULY 1, 2022 THROUGH JUNE 30, 2023. The Motion Passed.

Vote: Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

10.2.Sierra Vista Specific Plan Parcels KT-40A & KT-40B - Specific Plan Amendment and Development Agreement Amendments
Memo from Associate Planner Kinarik Shallow and Development Services Director Mike Isom recommending the City Council consider the Seventh Addendum to the Sierra Vista Specific Plan EIR; adopt RESOLUTION NO. 22-107 AMENDING THE SIERRA VISTA SPECIFIC PLAN; adopt the five (5) findings of fact and introduce for first reading an ORDINANCE OF THE COUNCIL OF THE CITY

OF ROSEVILLE ADOPTING A FIRST AMENDMENT OF THE

DEVELOPMENT AGREEMENT BY AND BETWEEN THE CITY OF
ROSEVILLE AND KV SIERRA VISTA, LLC (“BAYBROOK DA”) RELATIVE

TO THE SIERRA VISTA SPECIFIC PLAN AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt the five (5) findings of fact and introduce for first reading an

ORDINANCE OF THE COUNCIL OF THE CITY OF ROSEVILLE

ADOPTING A SECOND AMENDMENT OF THE DEVELOPMENT

AGREEMENT BY AND BETWEEN THE CITY OF ROSEVILLE AND KV
SIERRA VISTA, LLC (“BASELINE P&R DA”) 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 209 multi-family residential units within the Sierra Vista Specific Plan. The applicant requests approval of a Specific Plan Amendment to amend the Special Area overlay of the Commercial Mixed Use zone applicable to the project parcels and to reflect the subdivision of Parcel KT40A and KT-40B into three parcels. Two Development Agreements that cover the subject parcels will be amended so that the project is covered under one

Development Agreement. The project is not anticipated to result in any negative impacts on the City’s General Fund. The project will generate construction jobs.

CC #: 2028
File #: 0400-04-12-1 & 0400-04
CONTACT: Kinarik Shallow 916-746-1309 [email protected] Mayor Krista Bernasconi opened the public hearing.

Planner Manager Greg Bitter introduced Associate Planner Kinarik Shallow and Senior Planner Derek Ogden.

Associate Planner Kinarik Shallow made the presentation to the City Council.

Chris Dickinson on behalf of the applicant, spoke in support of the project.

Mayor Krista Bernasconi closed the public hearing.

Motion by Scott Alvord, seconded by Tracy Mendonsa, to consider the Seventh Addendum to the Sierra Vista Specific Plan EIR; adopt RESOLUTION NO. 22- 107 AMENDING THE SIERRA VISTA SPECIFIC PLAN; adopt the five (5) findings of fact and introduce for first reading an ORDINANCE OF THE

COUNCIL OF THE CITY OF ROSEVILLE ADOPTING A FIRST

AMENDMENT OF THE DEVELOPMENT AGREEMENT BY AND BETWEEN
THE CITY OF ROSEVILLE AND KV SIERRA VISTA, LLC (“BAYBROOK DA”) RELATIVE TO THE SIERRA VISTA SPECIFIC PLAN AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt the five (5) findings of fact and introduce for first reading an ORDINANCE OF THE COUNCIL OF THE CITY OF

ROSEVILLE ADOPTING A SECOND AMENDMENT OF THE

DEVELOPMENT AGREEMENT BY AND BETWEEN THE CITY OF
ROSEVILLE AND KV SIERRA VISTA, LLC (“BASELINE P&R DA”)

RELATIVE TO THE SIERRA VISTA SPECIFIC PLAN AND AUTHORIZING

THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

10.3.Amoruso Ranch Specific Plan Environmental Impact Report Addendum, General Plan Amendments, Specific Plan Amendments, Rezone, and Development Agreement Amendments
Memo from Associate Planner Shelby Maples and Development Services Director Mike Isom recommending the City Council consider the Addendum to the Amoruso Ranch Specific Plan Environmental Impact Report; and adopt RESOLUTION NO. 22-101 AMENDING THE GENERAL PLAN TO CHANGE

THE LAND USE DESIGNATIONS ON CERTAIN REAL PROPERTY IN THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 22-102 AMENDING THE AMORUSO RANCH SPECIFIC PLAN; 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; and consider the five (5) findings of fact and introduce for first reading an ORDINANCE ADOPTING THE SECOND

AMENDMENT OF THE DEVELOPMENT AGREEMENT BY AND BETWEEN

THE CITY OF ROSEVILLE, BROOKFIELD SUNSET, LLC, AND JENNIFER M. AMORUSO, SUCCESSOR TRUSTEE OF THE AMORUSO FAMILY
LIVING TRUST DATED MARCH 14, 2005 RELATIVE TO THE AMORUSO RANCH SPECIFIC PLAN (525.7 acres) AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and consider the five (5) findings of fact and introduce for first reading an

ORDINANCE ADOPTING THE SECOND AMENDMENT OF THE

DEVELOPMENT AGREEMENT BY AND BETWEEN THE CITY OF
ROSEVILLE, BROOKFIELD SUNSET, LLC, AND JENNIFER M. AMORUSO,

SUCCESSOR TRUSTEE OF THE AMORUSO FAMILY LIVING TRUST
DATED MARCH 14, 2005 RELATIVE TO THE AMORUSO RANCH
SPECIFIC PLAN (148.7 acres) AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. The proposed project will facilitate the development of 481 single-family residential lots, 14 open space parcels, three (3) park parcels, one (1) public/quasi-public parcel for city utilities, as well as landscape and right-of-way parcels within the Amoruso Ranch Specific Plan (ARSP). The project proposes minor adjustments to the acreages of large lot parcels within the ARSP; however, no changes will be made to the overall unit count. The project entitlements include: a General Plan Amendment to change the land use designations of Parcels AR-21, AR-25, AR-32, and AR-37 from Low Density Residential to Medium Density Residential, a Rezone to adjust the acreages of zoning designations consistent with the acreage adjustments proposed with the proposed tentative map modifications, a Specific Plan Amendment to reflect the land use changes and to reallocate units throughout the Specific Plan, and amendments to the two (2) ARSP Development Agreements to reflect the land use changes and unit transfers as well as to modify language regarding water facility construction requirements and timing. The project is not anticipated to result in negative impacts to the City’s General Fund.

CC #: 2021
File #: 0400-04-15 & 0400-04-15-02 & 0400-02
CONTACT: Shelby Maples 916-746-1347 [email protected] Mayor Krista Bernasconi opened the public hearing.

Planning Manager Greg Bitter introduced Senior Planner Derek Ogden and Associate Planner Shelby Maples.

Associate Planner Shelby Maples made the presentation to the City Council.

Marcus LoDuca, on behalf of the applicant, spoke in support of the project.

Mayor Krista Bernasconi closed the public hearing.

Motion by Scott Alvord, seconded by Tracy Mendonsa, to consider the Addendum to the Amoruso Ranch Specific Plan Environmental Impact Report; and adopt RESOLUTION NO. 22-101 AMENDING THE GENERAL PLAN TO CHANGE

THE LAND USE DESIGNATIONS ON CERTAIN REAL PROPERTY IN THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 22-102 AMENDING THE AMORUSO RANCH SPECIFIC PLAN; 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; and consider the five (5) findings of fact and introduce for first reading an ORDINANCE ADOPTING THE SECOND

AMENDMENT OF THE DEVELOPMENT AGREEMENT BY AND BETWEEN

THE CITY OF ROSEVILLE, BROOKFIELD SUNSET, LLC, AND JENNIFER M. AMORUSO, SUCCESSOR TRUSTEE OF THE AMORUSO FAMILY
LIVING TRUST DATED MARCH 14, 2005 RELATIVE TO THE AMORUSO RANCH SPECIFIC PLAN (525.7 acres) AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and consider the five (5) findings of fact and introduce for first reading an

ORDINANCE ADOPTING THE SECOND AMENDMENT OF THE

DEVELOPMENT AGREEMENT BY AND BETWEEN THE CITY OF
ROSEVILLE, BROOKFIELD SUNSET, LLC, AND JENNIFER M. AMORUSO,

SUCCESSOR TRUSTEE OF THE AMORUSO FAMILY LIVING TRUST
DATED MARCH 14, 2005 RELATIVE TO THE AMORUSO RANCH
SPECIFIC PLAN (148.7 acres) AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

10.4.649 Riverside Avenue – Infill Parcel 179 - General Plan Amendment and Rezone Memo from Associate Planner Sean Morales and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22-137

AMENDING THE GENERAL PLAN TO CHANGE THE LAND USE

DESIGNATIONS ON CERTAIN REAL PROPERTY IN THE CITY OF
ROSEVILLE. Staff requests Council consider the addendum to the Dry Creek Greenway East Trail Project Environmental Impact Report, and adopt the two (2) findings of fact, and introduce for first reading an ORDINANCE OF THE

COUNCIL OF THE CITY OF ROSEVILLE CHANGING THE ZONING OF

CERTAIN REAL PROPERTY LOCATED WITHIN THE CITY OF
ROSEVILLE authorizing a rezone to modify the zoning from Floodway to Open Space/Floodway and a General Plan Amendment to modify the Land Use designation from Community Commercial/Floodplain to Open Space/Floodplain in order to comply with grant funding requirements that will facilitate development of a trailhead for the future Dry Creek Greenway East Trail. The Rezone and General Plan Land Use Amendment of the site will not result in negative impacts to the City’s General Fund.

The project is a requirement of grant funding that was already received.

CC #: 2038
File #: 0400-04-17-2 & 0400-02

CONTACT: Sean Morales 916-774-5282 [email protected] Mayor Krista Bernasconi opened the public hearing.

Planning Manager Greg Bitter introduced Senior Planner Derek Ogden and Associate Planner Sean Morales.

Associate Planner Sean Morales made the presentation to the City Council.

No public comment received.

Mayor Krista Bernasconi closed the public hearing.

Motion by Pauline Roccucci, seconded by Tracy Mendonsa, to adopt RESOLUTION NO. 22-137 AMENDING THE GENERAL PLAN TO CHANGE

THE LAND USE DESIGNATIONS ON CERTAIN REAL PROPERTY IN THE CITY OF ROSEVILLE. Staff requests Council consider the addendum to the Dry Creek Greenway East Trail Project Environmental Impact Report, and adopt the two (2) findings of fact, and introduce for first reading an ORDINANCE OF THE

COUNCIL OF THE CITY OF ROSEVILLE CHANGING THE ZONING OF

CERTAIN REAL PROPERTY LOCATED WITHIN THE CITY OF
ROSEVILLE. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

11. REPORTS / PUBLIC COMMENTS
No additional public comment received.

Dry Creek Conservancy's Royer Park Cleanup - Councilmember Roccucci reported on attendance.

Share and Chat at Weber Park - Councilmember Roccucci reported on event with Vice Mayor Houdesheldt to be held April 27 at 5:00 p.m.

Graffiti around Town - Councilmember Roccucci requested if residents see graffiti to take a picture of it and report it to the City.

Tessa Schaffer's Eagle Scout Court of Honor - Vice Mayor Houdesheldt reported on attendance.

Taco Throwdown - Vice Mayor Houdesheldt announced he would be judging at the event next Saturday.

Need for Highway 65 Widening - Councilmember Alvord spoke on traffic delays while being transported by ambulance to the hospital.

12. ADJOURNMENT
Mayor Bernasconi adjourned the meeting at 8:34 p.m.

MINUTES
May 11, 2022

CITY COUNCIL
6:00 p.m.

Council Chambers
311 Vernon Street
Roseville, California
www.roseville.ca.us
The meeting may be viewed on Comcast channel 14, Consolidated Communications channel 73, and AT&T U-Verse. City Council meetings are also video streamed live on the City’s website at roseville.ca.us/watch and roseville.ca.us/agenda, and the City’s YouTube channel at youtube.com/CityofRosevilleCa.

If you need a disability-related modification or accommodation to participate in this meeting, please contact Voice: 916-774-5200, TDD: 916-774-5220. Requests must be made as early as possible.

1. CALL TO ORDER
Mayor Krista Bernasconi called the meeting to order at 6:02 p.m.

2. ROLL CALL
Vice Mayor Houdesheldt, Councilmember Alvord, Councilmember Mendonsa, Councilmember Roccucci, and Mayor Bernasconi.

3. PLEDGE OF ALLEGIANCE
Assistant City Manager Dion Louthan led the Pledge of Allegiance.

4. MEETING PROCEDURES
City Clerk Carmen Avalos announced the procedures for addressing the City Council.

5. PRESENTATIONS

5.1. Proclamation - Public Service Recognition Week May 1-7, 2022 Proclaim May 1-7, 2022, as Public Service Recognition Week and encourage all citizens to recognize the accomplishments and contributions of government employees at all levels.

CONTACT: Blair Hutchison 916-774-5266 [email protected] Mayor Krista Bernasconi presented the proclamation to City Clerk Technician Katrina Six, who responded.

5.2. Proclamation - National Public Works Week May 15-21, 2022 Proclaim May 15-21, 2022 as National Public Works Week and urge citizens and civic organizations to acquaint themselves with issues involved in providing public works and recognize the contributions Public Works staff make toward health, safety, comfort, and quality of life.

CONTACT: Blair Hutchison 916-774-5266 [email protected] Vice Mayor Houdesheldt presented the proclamation to Public Works Director Jason Shykowski, who responded.

6. PUBLIC COMMENTS
No public comment received.

7. CONSENT CALENDAR

BEGINNING OF CONSENT CALENDAR
No public comment received.

Motion by Bruce Houdesheldt, seconded by Tracy Mendonsa, to approve the Consent Calendar as recommended. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci Bids / Purchases / Services

7.1. Painting Services - Contract Purchase Agreements
Memo from Project Coordinator Lori Hogan and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22-149

APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND
BETWEEN THE CITY OF ROSEVILLE AND RIVER CITY PAINTING, INC.,

AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 22-150

APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND D&H PAINTING, AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 22-151

APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND SIERRA VALLEY PAINTING, INC., AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests approval of three contract purchase agreements to provide painting services. The Public Works Department, Building Maintenance Division, has an ongoing need for painting repairs and services, and staff recommends approval of contract purchase agreements for $300,000 each be awarded to River City Painting, Inc., D&H Painting and Sierra Valley Painting. Staff also requests authorization to utilize four optional renewal years of the agreements without further City Council approval, provided that the applicable budget is approved by the City Council each year, or until City staff determines that continuing with the same vendor is not in the City’s best interest. Projected spending for these on-call agreements for the remainder of FY2021-22 is $400,000. Funding for these agreements is included in the Facility Services Fund and Facility Rehabilitation Fund approved budgets. Additional projects may be paid for with funds from approved budgets from other City departments.

CC #: 2060
File #: 0203-04
CONTACT: Lori Hogan 916-774-5707 [email protected]

7.2. Hydrofluosilicic Acid (BACC 08-2022) - Contract Purchase Agreement Memo from Buyer Becky Philipp and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22-141 APPROVING A CONTRACT PURCHASE AGREEMENT, BYAND BETWEEN THE CITY OF ROSEVILLE AND PENCCO, INC., AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3002194). Staff requests Council approval of a contract purchase agreement with Pencco, Inc. as the lowest responsive bidder for Bay Area Chemical Consortium Bid No. 08-2022 for the supply and delivery of Hydrofluosilicic Acid for the Environmental Utilities Water Treatment Plant. The annual cost is $107,550 and funding is included in the Environmental Utilities Water Treatment Plant proposed FY2022-23 budget. The bid allowed for three optional renewal years at one-year intervals.

CC #: 2051
File #: 0203-03
CONTACT: Becky Philipp 916-774-5724 [email protected]

7.3. Oracle Cloud Subscription Services - Public Sector Agreement Memo from Enterprise Resource Planning Business Analyst Lisa Green and Chief Financial Officer/Assistant City Manager Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22-139 APPROVING A PUBLIC SECTOR

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND
ORACLE AMERICA, INC., AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve an agreement for $522,388.80 with Oracle America, Inc. for cloud subscription services for the City's Enterprise Resource Planning system. This

subscription is required to access and use Oracle Planning and Budgeting Cloud services and Oracle Fusion Cloud, also referred as Oracle Enterprise Resource Planning. There are adequate resources available in the Information Technology Operations Internal Service Fund to fund this recommended subscription with a contingency of $15,000. The initial agreement includes optional renewals for 5 years with a 4% increase for years 1 to 3; and 5% increase for years 4 to 5.

CC #: 2048
File #: 0203-06
CONTACT: Lisa Green 916-774-5154 [email protected] Resolutions

7.4. Resolution Declaring Weeds and Rubbish a Public Nuisance - Setting a Public Hearing Date
Memo from Fire Division Chief Jason Rizzi and Fire Chief Rick Bartee recommending the City Council adopt RESOLUTION NO. 22-144 DECLARING

ALL WEEDS, DIRT, RUBBISH OR RANK GROWTHS WITHIN THE CITY OF ROSEVILLE TO BE A PUBLIC NUISANCE; ORDERING THE FIRE CHIEF TO GIVE NOTICE OF THE PASSAGE OF THIS RESOLUTION; AND

SETTING A TIME AND PLACE FOR HEARING ANY OBJECTIONS TO THE

PROPOSED DESTRUCTION OR REMOVAL OF SUCH WEEDS, DIRT,
RUBBISH, OR RANK GROWTHS. To initiate the 2022 Weed Abatement Program, staff requests approval of a resolution declaring weeds, rubbish, dirt, and/or rank growth within the City to be a public nuisance, as well as ordering the Fire Chief to give notice of the passage and setting a time and place for the required public hearing. The public hearing will be scheduled for the City Council meeting on Wednesday, June 15, 2022. Owners of private parcels that are abated by the City are responsible for the costs associated with providing abatement services. This item has no fiscal impact on the General Fund.

CC #: 2056
File #: 0320-01
CONTACT: Jason Rizzi 916 774-5802 [email protected]

7.5. Adventure Club Community Care Licensing Division Administrative Organization Update
Memo from Parks, Recreation & Libraries Superintendent Kate Rebello and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 22-140 APPROVING CONTACT PERSONS FOR THE

DEPARTMENT OF SOCIAL SERVICES, COMMUNITY CARE LICENSING DIVISION ADMINISTRATIVE ORGANIZATION UPDATE. Staff is requesting Council authorize the update of the Department of Social Services (Community Care Licensing Division) Administrative Organization Form that names Recreation & Libraries Supervisor Melanie Nett and Parks, Recreation & Libraries Superintendent Kate Rebello as the contact persons who meet the administrator’s qualifications as outlined in section 101215 of the Child Care Center General Licensing Requirements. There is no fiscal impact to this administrative process.

CC #: 2050

File #: 0704
CONTACT: Kate Rebello 916-774-5945 [email protected]

7.6. Galleria Mall Property Re-Conveyance - Quitclaim Deeds Memo from Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22-142 APPROVING QUITCLAIM DEEDS

RE-CONVEYING PORTIONS OF THE GALLERIA MALL COMPLEX TO

ROSEVILLE SHOPPINGTOWN, LLC, AND AUTHORIZING THE CITY

MANAGER TO EXECUTE THEM ON BEHALF OF THE CITY OF
ROSEVILLE. Staff requests Council authorization for the City Manager to execute two quitclaim deeds to re-convey city-owned property in the Galleria Mall complex back to the Mall ownership entity, Roseville Shoppingtown LLC. The obligation to re-convey the property back to private ownership is outlined in a 1997 Lease and Sublease Agreement that provided financing for public infrastructure and incentivized development of the original Galleria Mall. Westfield will assume all costs associated with transfer taxes and recording fees. The is no impact to the General Fund as a result of this action.

CC #: 2054
File #: 1004-02
CONTACT: Mike Isom 916-774-5527 [email protected]

7.7. State Funded Transit Projects - Master Agreement
Memo from Transportation Analyst Ed Scofield and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22-146

APPROVING A MASTER AGREEMENT, BY AND BETWEEN THE

CALIFORNIA DEPARTMENT OF TRANSPORTATION AND THE CITY OF

ROSEVILLE, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve a Master Agreement with the California Department of Transportation ("Caltrans") for State Funded Transit Projects. This agreement will allow the City to receive transitrelated state grant funding. There is no impact to the City's General Fund. The Master Agreement will allow Roseville to be reimbursed with state funds for future transit projects.

CC #: 2058
File #: 0721
CONTACT: Ed Scofield 916-869-9109 [email protected]

7.8. Roseville Advanced Homes Program - Professional Services Agreement Memo from Energy Services Account Representative Susan Hernandez and Electric Utility Director Dan Beans recommending the City Council adopt RESOLUTION NO. 22-145 APPROVING A PROFESSIONAL SERVICES

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND TRC SOLUTIONS, INC., AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve a three-year professional services agreement with TRC Solutions,

Inc. to implement and administer the Roseville Advanced Homes Program. The total cost of services will not exceed $1,057,851 over a three-year period. Funding for the agreement is included in the proposed Electric Fund FY2022-23 budget.

The term of the agreement begins in FY2022-23 and extends through FY2024-

25. CC #: 2057
File #: 0800-03
CONTACT: Susan Hernandez 916-774-5623 [email protected] Ordinances (for introduction and adoption - appropriation/urgency measures)

7.9. Sierra Vista Neighborhood Park Sites JM-51 and JM-52 – Budget Adjustment Memo from the Park Planning & Development Superintendent Tara Gee and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt ORDINANCE NO. 6487 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND DECLARING THIS

ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. According to the Development Agreement, the construction costs for certain park frontage improvements are entitled to reimbursements from the Neighborhood Park Fund. JMC Homes has completed frontage improvements and seeks reimbursement in the amounts of $150,270.93 for Park Site JM-51 and $118,054.55 for Park Site JM-52. After reviewing the requested amounts with actual work performed, staff recommends approval of the budget adjustment. The budget adjustment requests allocations from the Sierra Vista Neighborhood Park Fund. There is no impact to the General Fund from this request.

CC #: 2049
File #: 0704-01 & 0201-01
CONTACT: Tara Gee 916-774-5253 [email protected]
Ordinances (for second reading and adoption)

7.10.Second Reading - Amoruso Ranch Specific Plan Rezone and Development Agreement Amendments
ORDINANCE NO. 6482 OF THE COUNCIL OF THE CITY 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; and adopt ORDINANCE NO. 6483 OF THE COUNCIL OF THE CITY OF ROSEVILLE ADOPTING A

SECOND AMENDMENT OF THE DEVELOPMENT AGREEMENT BY AND

BETWEEN THE CITY OF ROSEVILLE, BROOKFIELD SUNSET, LLC AND JENNIFER M. AMORUSO, SUCCESSOR TRUSTEE OF THE AMORUSO
FAMILY LIVING TRUST DATED MARCH 14, 2005 RELATIVE TO THE AMORUSO RANCH SPECIFIC PLAN (525.7 ACRES) AND AUTHORIZING

THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt ORDINANCE NO. 6484 OF THE COUNCIL OF THE

CITY OF ROSEVILLE ADOPTING A SECOND AMENDMENT OF THE

DEVELOPMENT AGREEMENT BY AND BETWEEN THE CITY OF

ROSEVILLE, BROOKFIELD SUNSET, LLC AND JENNIFER M. AMORUSO,

SUCCESSOR TRUSTEE OF THE AMORUSO FAMILY LIVING TRUST
DATED MARCH 14, 2005 RELATIVE TO THE AMORUSO RANCH
SPECIFIC PLAN (148.7 ACRES) AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE, for second reading and adoption.

CC #: 2045
File #: 0400-04-15 & 0400-04-15-02 & 0400-02
CONTACT: Shelby Maples 916-746-1347 [email protected]

7.11.Second Reading - Sierra Vista Specific Plan Parcels KT-40A & KT-40B - Development Agreement Amendments
ORDINANCE NO. 6485 OF THE COUNCIL OF THE CITY OF ROSEVILLE

ADOPTING A FIRST AMENDMENT OF THE DEVELOPMENT AGREEMENT

BY AND BETWEEN THE CITY OF ROSEVILLE AND KV SIERRA VISTA, LLC (“BAYBROOK”) RELATIVE TO THE SIERRA VISTA SPECIFIC PLAN

AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt ORDINANCE NO. 6486 OF THE

COUNCIL OF THE CITY OF ROSEVILLE ADOPTING A SECOND

AMENDMENT OF THE DEVELOPMENT AGREEMENT BY AND BETWEEN
THE CITY OF ROSEVILLE AND KV SIERRA VISTA, LLC (“BASELINE P&R”) RELATIVE TO THE SIERRA VISTA SPECIFIC PLAN AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE, for second reading and adoption.

CC #: 2046
File #: 0400-04-12-1 & 0400-04
CONTACT: Kinarik Shallow 916-746-1309 [email protected]

7.12.Second Reading - 649 Riverside Avenue – Infill Parcel 179 - Rezone ORDINANCE NO. 6489 OF THE COUNCIL OF THE CITY 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, for second reading and adoption.

CC #: 2062
File #: 0400-04-17-2 & 0400-02
CONTACT: Sean Morales 916-774-5282 [email protected]

END OF CONSENT CALENDAR

8. RESOLUTIONS

8.1. 505 Royer Street and 300 Taylor Street - Purchase and Sale Agreement Memo from Economic Development Manager Wayne Wiley and Economic

Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 22-138 APPROVING A PURCHASE AND SALE

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND

BRIDGE HOUSING CORPORATION, AND AUTHORIZING THE CITY

MANAGER TO EXECUTE THE AGREEMENT AND ALL RELATED
DOCUMENTS ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve a Purchase and Sale Agreement with Bridge Housing Corporation and authorize the City Manager (or his designee) to execute all necessary escrow documents and agreements associated with the sale of 505 Royer Street and 300 Taylor Street in the amount of $650,000. The proceeds from the property sale will be deposited into the City’s Strategic Improvement Fund during FY2023-23 based on the anticipated close of escrow date. No General Fund resources will be used as part of this project.

CC #: 2047
File #: 0209
CONTACT: Wayne Wiley 916-774-5283 [email protected] Economic Development Manager Wayne Wiley made the presentation to the City Council.

Bridge Housing Executive Vice President, Brad Wiblin, spoke in support of the project.

No public comment received.

Motion by Scott Alvord, seconded by Pauline Roccucci, to adopt RESOLUTION NO. 22-138 APPROVING A PURCHASE AND SALE AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND BRIDGE HOUSING

CORPORATION, AND AUTHORIZING THE CITY MANAGER TO EXECUTE

THE AGREEMENT AND ALL RELATED DOCUMENTS ON BEHALF OF THE CITY OF ROSEVILLE. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

9. ORDINANCES

9.1. International Brotherhood of Electrical Workers, Local 1245 - Master Memorandum of Understanding and Salary Schedule Updates
Memo from Human Resources Director Stacey Peterson recommending the City Council adopt RESOLUTION NO. 22-143 APPROVING A MASTER

MEMORANDUM OF UNDERSTANDING FOR PERSONNEL

REPRESENTED BY THE INTERNATIONAL BROTHERHOOD OF
ELECTRICAL WORKERS, LOCAL 1245, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt ORDINANCE NO. 6488 AMENDING ORDINANCE 6457, THE

SALARY ORDINANCE FOR PERSONNEL REPRESENTED BY THE

INTERNATIONAL BROTHERHOOD OF ELECTRICAL WORKERS, LOCAL
1245, AS AMENDED BY APPENDIX “A” TO BE EFFECTIVE MAY 7, 2022,

AS AN URGENCY MEASURE. Staff requests Council approval of a Master Memorandum of Understanding with the International Brotherhood of Electrical Workers, Local 1245, for a four (4) year term beginning May 1, 2022, to April 30, 2026.

There is no cost to the General Fund; however, the successor International Brotherhood of Electrical Workers, Local 1245 salary and benefit adjustments will cost $199,356, which will be covered by existing appropriations in the utility enterprise funds for FY2021-22. The overall ongoing projected costs of salary and benefit increases in the four (4) year MOU is $4,474,785 not accounting for the cost of labor market adjustments, above the 2% minimum general wage increase, in year 2, 3 and 4 to maintain salaries at the 75th percentile of the market for the Electric Department positions and the 55th percentile for Environmental Utilities and Public Works positions. Labor market adjustments will be presented to the City Council in April 2023, 2024, and 2025 for approval of salary schedule updates prior to implementation.

CC #: 2055
File #: 0600-01
CONTACT: Stacey Peterson 916-774-5374 [email protected] Human Resources Director Stacey Peterson made the presentation to the City Council.

No public comment received.

Motion by Bruce Houdesheldt, seconded by Tracy Mendonsa, to adopt RESOULUTION NO. 22-143 APPROVING A MASTER MEMORANDUM

OF UNDERSTANDING FOR PERSONNEL REPRESENTED BY THE

INTERNATIONAL BROTHERHOOD OF ELECTRICAL WORKERS, LOCAL
1245, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt ORDINANCE NO. 6488 AMENDING ORDINANCE 6457, THE SALARY ORDINANCE FOR

PERSONNEL REPRESENTED BY THE INTERNATIONAL
BROTHERHOOD OF ELECTRICAL WORKERS, LOCAL 1245, AS
AMENDED BY APPENDIX "A" TO BE EFFECTIVE MAY 7, 2022, AS AN URGENCY MEASURE. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

10. SPECIAL REQUESTS/REPORTS/PRESENTATION

10.1.Capital Improvement Projects Preview for Fiscal Year 2022-23 Memo from Public Works Director Jason Shykowski recommending the City Council receive a presentation of the capital improvement projects (CIP's) planned for the upcoming fiscal year. This presentation will include a preview of CIP's for all City departments. There is no fiscal impact from this presentation.

CC #: 2006
File #: 0801
CONTACT: Jason Shykowski 916-774-5331 [email protected]

Public Works Director Jason Shykowski made the presentation to the City Council.

Principal Engineer George Hanson provided clarification to the City Council.

For information only. No action taken.

11. PUBLIC HEARING

11.1.Infill Parcel 187 (106 Bonny Knoll Road) Auto Repair and Car Wash - Conditional Use Permit Modification and Design Review Permit Modification Appeal Memo from Associate Planner Kinarik Shallow and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22-147 DENYING THE APPEAL FROM THE AUGUST 26, 2021 APPROVALS BY THE PLANNING COMMISSION; ADOPTING THE TWO (2) FINDINGS OF

FACT AND APPROVING THE CONDITIONAL USE PERMIT
MODIFICATION SUBJECT TO SIX (6) CONDITIONS OF APPROVAL; AND ADOPTING THE TWO (2) FINDINGS OF FACT AND APPROVING THE DESIGN REVIEW PERMIT MODIFICATION SUBJECT TO FIFTY-ONE (51) CONDITIONS OF APPROVAL; or adopt RESOLUTION NO. 22-148
GRANTING THE APPEAL FROM THE AUGUST 26, 2021 APPROVALS BY THE PLANNING COMMISSION; ADOPTING THE TWO (2) FINDINGS OF

FACT AND APPROVING THE CONDITIONAL USE PERMIT
MODIFICATION SUBJECT TO SIX (6) CONDITIONS OF APPROVAL; AND ADOPTING THE TWO (2) FINDINGS OF FACT AND APPROVING THE DESIGN REVIEW PERMIT MODIFICATION SUBJECT TO FIFTY-ONE (51) REVISED CONDITIONS OF APPROVAL. These actions will uphold the Planning Commission’s August 26, 2021 approval of the Infill Parcel 187 (106 Bonny Knoll Road) Auto Repair & Car Wash project (File #PL21-0081). The project is a request for a Conditional Use Permit Modification and Design Review Permit Modification to convert two of the three existing car wash bays into auto repair uses, add one bay for auto repair, and modify the building exterior at 106 Bonny Knoll Road. The applicant has appealed the Planning Commission's decision and is asking for an alternative design to be approved by the City Council.

CC #: 2059
File #: 0400-08
CONTACT: Kinarik Shallow 916-746-1309 [email protected] Mayor Krista Bernasconi opened the public hearing.

Planning Manager Greg Bitter introduced the item and introduced Senior Planner Derek Ogden.

Senior Planner Derek Ogden made the presentation to the City Council.

Appellate George Yandolino provided clarification to the City Council.

Mayor Krista Bernasconi closed the public hearing.

Motion by Scott Alvord, seconded by Tracy Mendonsa, to adopt RESOLUTION NO. 22-148 GRANTING THE APPEAL FROM THE AUGUST 26, 2021 APPROVALS BY THE PLANNING COMMISSION; ADOPTING THE TWO (2)

FINDINGS OF FACT AND APPROVING THE CONDITIONAL USE PERMIT MODIFICATION SUBJECT TO SIX (6) CONDITIONS OF APPROVAL; AND ADOPTING THE TWO (2) FINDINGS OF FACT AND APPROVING THE DESIGN REVIEW PERMIT MODIFICATION SUBJECT TO FIFY-ONE (51) REVISED CONDITIONS OF APPROVAL. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci Motion by Bruce Houdesheldt, seconded by Tracy Mendonsa, to approve a refund to the applicant of the appeal fee. The Motion Failed.

Roll call vote: Ayes: Houdesheldt, Mendonsa
Nays: Alvord, Bernasconi, Roccucci
Motion by Scott Alvord, seconded by Pauline Roccucci, to deny a refund to the applicant of the appeal fee. The Motion Passed.

Roll call vote: Ayes: Houdesheldt, Alvord, Mendonsa, Roccucci, Bernasconi

12. COUNCIL REPORTS / PUBLIC COMMENTS
No additional public comment received.

Washington D.C. Cap to Cap Trip - Councilmember Alvord, Vice Mayor Houdesheldt, and Mayor Bernasconi reported.

Placer County Water Agency Quarterly Meeting - Councilmember Roccucci reported on attendance.

Regional Water Authority Board Meeting - Councilmember Roccucci announced she would be attending the meeting tomorrow.

Mahany Park Inspiration Garden - Councilmember Roccucci and Mayor Krista Bernasconi spoke on attending event.

National Building Industry Association Meeting - Mayor Bernasconi reported.

Mayor's Cup Event - Mayor Bernasconi thanked sponsors of the event.

Roseville City School District Foundation Golf Tournament - Mayor Bernasconi spoke on the event.

13. ADJOURNMENT

Mayor Krista Bernasconi adjourned the meeting at 7:59 p.m.

MINUTES
May 18, 2022

CLOSED SESSION
4:30 p.m.

City Council Chambers
311 Vernon Street
Roseville, California
www.roseville.ca.us
A. CLOSED SESSION CALL TO ORDER
Mayor Krista Bernasconi called the meeting to order at 4:33 p.m.

B. CLOSED SESSION SILENT ROLL CALL

Present: Houdesheldt, Alvord, Roccucci, Mendonsa, Bernasconi C. CLOSED SESSION PUBLIC COMMENTS
No public comment received.

D. CLOSED SESSION
D.1. Conference with Legal Counsel – Anticipated Litigation Pursuant to Government Code Section 54956.9(d)(2)
Significant exposure to litigation – one case
CONTACT: M. Sheidenberger 916-774-5325 [email protected] Closed Session Disclosure: No reportable action taken.

E. CLOSED SESSION ADJOURNMENT
Mayor Krista Bernasconi adjourned the meeting at 5:33 p.m.

MINUTES
May 18, 2022

CITY COUNCIL
6:00 p.m.

Council Chambers
311 Vernon Street
Roseville, California
www.roseville.ca.us
The meeting may be viewed on Comcast channel 14, Consolidated Communications channel 73, and AT&T U-Verse. City Council meetings are also video streamed live on the City’s website at roseville.ca.us/watch and roseville.ca.us/agenda, and the City’s YouTube channel at youtube.com/CityofRosevilleCa.

If you need a disability-related modification or accommodation to participate in this meeting, please contact Voice: 916-774-5200, TDD: 916-774-5220. Requests must be made as early as possible.

1. CALL TO ORDER
Mayor Krista Bernasconi called the meeting to order at 6:03 p.m.

2. ROLL CALL

Present: Houdesheldt, Alvord, Mendonsa, Roccucci, Bernasconi

3. PLEDGE OF ALLEGIANCE
Mark Haney led the Pledge of Allegiance.

4. MEETING PROCEDURES
City Clerk Carmen Avalos announced the procedures for addressing the City Council.

5. PUBLIC COMMENTS
Brook and Robert Roser- Roseville Residents- spoke on a large structure that was built next-door to them.

6. CONSENT CALENDAR

BEGINNING OF CONSENT CALENDAR
No public comment received.

Motion by Bruce Houdesheldt, seconded by Pauline Roccucci, to approve the Consent Calendar as recommended. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci Bids / Purchases / Services

6.1. 2021 General Fund Arterial Resurfacing Project - Approval of Plans and Specifications and Authorization to Call for Bids
Memo from Assistant Engineer Jesse Khatkar and Public Works Director Jason Shykowski recommending the City Council approve plans and specifications for the 2021 General Fund Arterial Resurfacing project and authorize staff to call for bids. The scope of this project consists of resurfacing various arterial streets including portions of Pleasant Grove Blvd, Douglas Blvd, Cirby Way, Rocky Ridge Dr, South Cirby, and Old Auburn. The engineer's estimate for this project is approximately $3.9 Million and the project is fully funded with FY2021 General Fund surplus funds.

CC #: 2062
File #: 0900-04-01
CONTACT: Jesse Khatkar 916-774-5434 [email protected]

6.2. Industrial Substation Switchgear #1 Replacement Civil Construction - Approval of Plans and Specifications and Authorization to Call for Bids Memo from Power Engineer Austin Kurth and Electric Utility Director Dan Beans recommending the City Council approve the Industrial Switchgear #1 Foundation Construction project plans and specifications and authorize staff to advertise and call for bids. This project is for civil construction at the Industrial Substation and is required for the replacement of the existing switchgear #1 that has reached its end of life. Replacement of the switchgear is necessary to maintain system reliability.

The estimated total project cost is $120,000 and funds are available in the Electric Fund FY2021-22 budget.

CC #: 2078
File #: 0900-03
CONTACT: Austin Kurth 916-774-5661 [email protected]

6.3. Gearbox Replacement - Sole Source Purchase Order
Memo from Preventative Maintenance Coordinator Blaine Wiegel and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 22-157 APPROVING A PURCHASE ORDER FOR

MIXING GEARBOX REPLACEMENTS. Staff requests Council approve a sole source purchase order with Philadelphia Mixing Solutions, LLC in the amount of $264,270 with a ten percent (10%) contingency in the amount of $26,427 for unforeseen inflated material and/or shipping costs. Funding will be provided from the Environmental Utilities Department’s FY2021-22 Wastewater Operations Fund budget for the Dry Creek Wastewater Treatment Plant.

CC #: 2074
File #: 0203-09
CONTACT: Blaine Wiegel 916-746-1833 [email protected]

6.4. Distribution Transformers - Purchase Order Increase Memo from Power Engineering Manager Chris Porter and Electric Utility Director Dan Beans recommending the City Council approve an increase to the Purchase Order for Distribution Transformers (RFQ 10-3177) from $7,000,000 to $12,000,000. The Electric Department has an ongoing need for the materials purchased on this Purchase Order in order to support new development, distribution system upgrades and maintenance activities. Funding is included in the Electric Fund for FY2021-22 and future year funding will be included in the annual City Council approved Electric Department budget.

CC #: 2068
File #: 0203-07
CONTACT: Chris Porter 916-774-5615 [email protected]

6.5. Vehicles – Purchase Orders
Memo from Fleet Manager Brian Craighead and Public Works Director Jason Shykowski recommending the City Council approve a purchase order to Napa Valley Ford Lincoln Mercury, Inc. dba Napa Ford Lincoln for six (6) Ford F250 utility body trucks utilizing RFQ 10-3320 in the amount of $366,640; and approve a purchase order to Napa Valley Ford Lincoln Mercury, Inc. dba Napa Ford Lincoln for two (2) Ford F550 utility body crane trucks utilizing RFQ 10-3321 in the amount of $272,570. Funding for these vehicles is included in the FY2021-22 Fleet Replacement budget.

CC #: 2082
File #: 0203-01
CONTACT: Brian Craighead 916-774-5731 [email protected] Resolutions

6.6. 2022 Local Housing Trust Fund Application
Memo from Housing Manager Trisha Isom and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 22- 152 AUTHORIZING THE CITY MANAGER OR HIS DESIGNEE TO

EXECUTE THE LOCAL HOUSING TRUST FUND GRANT APPLICATIONS,

FORMS, STANDARD AGREEMENTS AND ALL RELEVANT DOCUMENTS
ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approval

to submit an application for the Local Housing Trust Fund for the Housing and Community Development Department 2022 Local Housing Trust Fund Notice of Funding Availability. The Housing Division will apply for matching funds of $4,057,451 in Local Housing Trust Fund Program grants for affordable housing construction. No General Fund resources will be used for this program.

CC #: 2063
File #: 0709-01 & 0214
CONTACT: Trisha Isom 916-746-1239 [email protected] Sara Thornton 916-774-5295 [email protected]

6.7. Creekview Phase 2 Village 16 - Notice of Completion Memo from Construction Inspector Troy Galvin and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22- 155 ACCEPTING THE PUBLIC WORK KNOWN AS CREEKVIEW PHASE 2 VILLAGE 16 PROJECT, APPROVING THE "NOTICE OF COMPLETION",

AND AUTHORIZING AND DIRECTING THE CITY ENGINEER TO

EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF ROSEVILLE,

THEREFORE, AND ACCEPTING ALL DEDICATIONS OFFERED ON THE RECORDED MAP OF THE SUBDIVISION. The Engineering Division has made final inspection of the project and has found the civil improvement work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund. Construction costs were paid by the developer.

CC #: 2066
File #: 0400-04-13-1
CONTACT: Troy Galvin 916-223-7441 [email protected]

6.8. Creekview Phase 2 Village 17 - Notice of Completion Memo from Construction Inspector Troy Galvin and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22- 156 ACCEPTING THE PUBLIC WORK KNOWN AS CREEKVIEW PHASE 2 VILLAGE 17 PROJECT, APPROVING THE "NOTICE OF COMPLETION",

AND AUTHORIZING AND DIRECTING THE CITY ENGINEER TO

EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF ROSEVILLE,

THEREFORE, AND ACCEPTING ALL DEDICATIONS OFFERED ON THE RECORDED MAP OF THE SUBDIVISION. The Engineering Division has made final inspection of the project and has found the civil improvement work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund. Construction costs were paid by the developer.

CC #: 2067
File #: 0400-04-13-1
CONTACT: Troy Galvin 916-223-7441 [email protected]

6.9. Federal Transit Administration Low or No Emission Vehicle Program and Buses

and Bus Facilities Program - Grant Applications
Memo from Transit Operations Analyst Ed Scofield and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22- 163 AUTHORIZING THE CITY MANAGER OR HIS DESIGNEE TO SUBMIT FEDERAL TRANSPORTATION ADMINISTRATION FISCAL YEAR 2022
§5339(c) LOW OR NO EMISSION VEHICLE PROGRAM AND §5339(b)

BUSES AND BUS FACILITIES PROGRAM GRANT APPLICATIONS AND TO EXECUTE ALL RELATED FORMS AND AGREEMENTS. Staff requests Council approve a request to submit a Federal Transit Administration Fiscal Year 2022 5339(c) Low or No Emission Vehicle Program grant application and a 5339(b) Buses and Bus Facilities Program grant application for an amount not to exceed $13,600,000 for the purchase of up to seven zero-emission electric transit buses, up to eight zeroemission electric transit cutaway buses, up to six electric chargers and the necessary electrical work, to execute the related forms and agreements necessary for implementation of the grant, and for use of the funds should the grant funds be awarded. No General Fund resources will be used for this project.

CC #: 2085
File #: 0721 & 0214
CONTACT: Ed Scofield 916-869-9109 [email protected]

6.10.Portion of Right of Way South of Lot 7038 on Elefa Street - Disposition of City Interests
Memo from Assistant Engineer Karen Vences and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22- 161 ORDERING SUMMARY VACATION OF EXCESS RIGHT OF WAY AND

ALL OTHER INTERESTS, IF ANY, IN A PORTION OF RIGHT OF WAY SOUTH OF LOT 7038; FINDING AND DECLARING THAT PORTION OF THE RIGHT OF WAY SOUTH OF LOT 7038 TO BE EXEMPT SURPLUS LAND; AUTHORIZING THE CITY MANAGER TO EXECUTE A QUITCLAIM

DEED AND ANY OTHER DOCUMENTS REQUIRED TO EFFECTUATE THE

CONVEYANCE OF THE ABANDONED EXEMPT SURPLUS RIGHT OF
WAY; AND FINDING IT TO BE IN THE CITY’S BEST INTEREST. Staff requests Council approve vacating the right of way (ROW) and all interests, if any, in the portion of ROW south of Lot 7038 on Elefa Street. The portion of the ROW south of Lot 7038 is surplus, and not necessary for the City's use. There is no fiscal impact to the City's General Fund associated with this approval.

CC #: 2080
File #: 1001-01
CONTACT: Karen Vences 916-774-5412 [email protected]

6.11.Utility Legal Services - Legal Services Agreement
Memo from Paralegal Gretchen Hakala and City Attorney Michelle Sheidenberger recommending the City Council adopt RESOLUTION NO. 22-162 APPROVING

AN AGREEMENT FOR LEGAL SERVICES, BY AND BETWEEN THE CITY

OF ROSEVILLE AND THE LAW OFFICES OF SUSIE BERLIN, AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF

THE CITY OF ROSEVILLE. Staff requests approval of a Legal Services Agreement with the Law Offices of Susie Berlin. The City requires outside legal services from time to time to advise, assist, and represent the City as co-counsel with the City Attorney with respect to litigation, and to assist the City with respect to transaction matters. Legal services provided by this contract will be dependent upon needs as they occur during the year and thus cannot be forecast. All expenses will be paid from the Roseville Electric Department operating budget in the Electric Fund, as needed.

CC #: 2081
File #: 0500-01
CONTACT: Gretchen Hakala 916-774-5325 [email protected] Ordinances (for introduction and first reading)

6.12.Municipal Code Amendments - Water Utility
Memo from Environmental Utilities Assistant Director Sean Bigley and Environmental Utilities Director Richard Plecker recommending the City Council introduce for first reading ORDINANCE OF THE COUNCIL OF THE CITY OF ROSEVILLE AMENDING SECTIONS 14.08.020 AND 14.08.060 OF
CHAPTER 14.08 OF TITLE 14 OF THE ROSEVILLE MUNICIPAL CODE REGARDING WATER, AMENDING SECTIONS 14.09.030, 14.09.050,

14.09.060, 14.09.070, 14.09.080, 14.09.090,14.09.100, 14.09.110 AND

14.09.120 OF CHAPTER 14.09 OF TITLE 14 OF THE ROSEVILLE

MUNICIPAL CODE REGARDING WATER CONSERVATION, AMENDING
SECTIONS 14.10.020, 14.10.030 14.10.040, 14.10.060, 14.10.080 AND

14.10.110 OF CHAPTER 14.10 OF TITLE 14 REGARDING BACKFLOW

PREVENTION INSPECTION AND CROSS-CONNECTION CONTROL, AND AMENDING SECTION 14.11.040 OF CHAPER 14.11 OF TITLE 14 OF THE ROSEVILLE MUNICIPAL CODE REGARDING WELL WATER. Roseville Utilities periodically review the municipal code to ensure alignment with state policy and other operational issues. There is no fiscal impact associated with adoption of this ordinance.

CC #: 2084
File #: 0800-02
CONTACT: Sean Bigley 916-774-5513 [email protected] Ordinances (for introduction and adoption - appropriation/urgency measures)

6.13.Fire Department Strike Team - Budget Adjustment
Memo from Assistant Fire Chief Brian Diemer and Fire Chief Rick Bartee recommending the City Council adopt ORDINANCE NO. 6491 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND

DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests approval of a budget adjustment to recognize $837,719 in overtime expenses, $2,930 in other reimbursable items/logistics, a $388,296 contribution to available General Fund resources for fleet usage and overhead, and an associated $1,228,945 in revenue

related to the department participation in reimbursable strike teams. After the incremental overtime and other expenses are reimbursed, there is a positive impact on the General Fund of $388,296 from the reimbursement for fleet usage and overhead.

CC #: 2070
File #: 0324 & 0201-01
CONTACT: Brian Diemer 916-746-1392 [email protected]

6.14.Wastewater Lift Stations #3 and #4 Decommissioning Projects - Budget Adjustment
Memo from Principal Engineer Bryan Buchanan and Environmental Utilities Director Richard Plecker recommending the City Council adopt ORDINANCE NO. 6496 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests a budget adjustment in the amount of $286,714 to move the Wastewater Lift Stations #3 and #4 Decommissioning projects from the Wastewater Regional Rehabilitation Fund to the Wastewater (Local) Rehabilitation Fund.

CC #: 2083
File #: 0900-02 & 0201-01
CONTACT: Bryan Buchanan 916-746-1812 [email protected]

6.15.Fiscal Year 2021-22 Utility Funds - Budget Adjustments Memo from Budget Manager Scott Pettingell and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt ORDINANCE NO. 6493 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff recommends Council approve budget adjustments to the FY2021-22 budget for the City's utility funds. Staff's report includes a summary of the recommended adjustments, including changes in available resources. There are adequate resources available within all of the impacted funds. This recommendation does not impact the General Fund.

CC #: 2072
File #: 0200 & 0201-01
CONTACT: Scott Pettingell 916-774-1306 [email protected]

6.16.Hillcrest Neighborhood Residential Resurfacing Project - Budget Adjustment Memo from Assistant Engineer Gursewak Singh and Public Works Director Jason Shykowski recommending the City Council adopt ORDINANCE NO. 6494 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR
2021-22 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve a budget adjustment in the amount of $1,400,000 from the Highway Users Tax Fund and $400,000 from the Road Maintenance and Rehab

Account Fund toward the engineers estimate for this project of $3 Million. The requested budget adjustment will establish the budget for staff time, construction management, and a portion of the construction contract for the residential resurfacing within the Hillcrest Neighborhood. The remaining balance of construction funding ($1.2 Million in General Fund resources identified for roadway resurfacing in the CIP Rehabilitation program) is proposed to be allocated to this project with the FY2022-23 Annual Budget.

CC #: 2075
File #: 0900-02 & 0201-01
CONTACT: Gursewak Singh 916-223-4787 [email protected] Reports / Requests

6.17.Out-of-State Travel - Fire Department
Memo from Division Chief Jason Rizzi and Fire Chief Rick Bartee recommending the City Council approve out-of-state travel for one Fire Division Chief to attend the National Fire Protection Association Training conference in Boston, Massachusetts, June 6 - 9, 2022. The conference will include a wide range of Fire & Life Safety topics including code compliance, emergency preparedness and response. Funding for the conference is included in the current fiscal year budget, and there are no additional costs to the General Fund.

CC #: 2079
File #: 0600-02
CONTACT: Jason Rizzi 916-774-5802 [email protected]

END OF CONSENT CALENDAR

7. ORDINANCES

7.1. Dry Creek Greenway East Phase 1 Project - Professional Design Services Agreement Amendment and Budget Adjustment
Memo from Assistant Engineer Cathy Gosalvez and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22-164

APPROVING A FIRST AMENDMENT TO PROFESSIONAL DESIGN

SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE

AND PSOMAS, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt ORDINANCE NO. 6498 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22

BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY
EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve a first amendment to the professional design services agreement with Psomas, Inc. for engineering and environmental permitting services for the Dry Creek Greenway East Phase 1 trail project. The project will construct a paved multi-use trail along Dry, Cirby, and Linda Creeks from Darling Way/Riverside Avenue to the existing Maidu Park Trail at Rocky Ridge Drive. The amendment to the agreement is for $206,741. The total budget adjustment request is for $1,106,741 which will cover the agreement

amendment, future right-of-way acquisition costs and staff time. This project is funded with Congestion Mitigation and Air Quality Funds and Local Transportation Funds and will not utilize any General Fund resources.

CC #: 2086
File #: 0721-05 & 0201-01
CONTACT: Cathy Gosalvez 916-746-1300 [email protected] Public Works Director Jason Shykowski made the presentation to the City Council.

Alternative Transportation Manager Mike Dour continued the presentation to the City Council.

The following individuals spoke in opposition to the project:

Chad Roberts on behalf of client Gordon Stevenson
Osha Meserve
(Name Unknown) Resident of Cirby Place
Karl Kloetzer
Cory Sullivan
John Robertson
Melinda Meeks
Andrew Der
Motion by Bruce Houdesheldt, seconded by Pauline Roccucci, to adopt RESOLUTION NO. 22-164 APPROVING A FIRST AMENDMENT TO

PROFESSIONAL DESIGN SERVICES AGREEMENT, BY AND BETWEEN

THE CITY OF ROSEVILLE AND PSOMAS, AUTHORIZING THE CITY
MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; adopting ORDINANCE NO. 6498 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND DECLARING THIS

ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

7.2. Roseville Entrepreneurship Center - 316 Vernon Street - Lease Agreement, Program Agreement and Budget Adjustment
Memo from Economic Development Manager Wayne Wiley and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 22-158 APPROVING A LEASE AGREEMENT AND A

MEMORANDUM OF LEASE, BY AND BETWEEN THE CITY OF

ROSEVILLE AND GROWTH FACTORY, AND AUTHORIZING THE CITY

MANAGER TO EXECUTE THEM ON BEHALF OF THE CITY OF
ROSEVILLE; and adopt RESOLUTION NO. 22-159 APPROVING A

PROGRAM AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE

AND GROWTH FACTORY, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt ORDINANCE NO. 6495 AUTHORIZING CERTAIN AMENDMENTS TO THE

FISCAL YEAR 2021-22 BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council authorize the City Manager to execute a Lease Agreement, Memorandum of Lease and Program Agreement with the Growth Factory, a California nonprofit public benefit corporation, to establish an entrepreneurship center (with an accelerator and incubator component) within approximately 2,400 square feet of City-owned space located at 316 Vernon Street. Staff also requests Council approval of a budget adjustment allocating $1,162,000 from the American Rescue Plan Act revenue replacement funds to a multi-year project, to cover the expenses of tenant improvements, program implementation/management, staff time and business grant funding, over a three-year period. An estimated $9 million may be generated through direct, indirect and induced impacts annually after year 5 related to this project. In addition, activation of this site will help further catalyze downtown development and increase patronage of downtown businesses, resulting in tangible and intangible benefits of increased foot traffic on Vernon Street. The associated tenant improvements will result in approximately $330,000 of capital investment in a City-owned asset. Finally, over the term of the lease, rent revenue to the City's General Fund will total $114,960.

CC #: 2077
File #: 1006-01 & 0201-01
CONTACT: Wayne Wiley 916-774-5283 [email protected] Economic Development Manager Wayne Wiley made the presentation to the City Council.

The following individuals spoke in support of the project:

Mark Haney
Growth Factory Co-Founder Rick Spencer
Roseville Area Chamber of Commerce CEO Rana Ghadban
Greater Sacramento Economic Council Executive Vice President Scott Powell Founder of Hank Software Zack Denning
Sierra College Dean of Business and Technology Amy Schulz Carlsen Center for Innovation and Entrepreneurship Executive Director Cameron Law
Motion by Tracy Mendonsa, seconded by Scott Alvord, to adopt RESOULUTION NO. 22-158 APPROVING A LEASE AGREEMENT; A MEMORANDUM OF

LEASE, BY AND BETWEEN THE CITY OF ROSEVILLE AND GROWTH
FACTORY; AUTHORIZING THE CITY MANAGER TO EXECUTE THEM ON BEHALF OF THE CITY OF ROSEVILLE; and ADOPTING RESOLUTION NO. 22-159 APPROVING A PROGRAM AGREEMENT BY AND BETWEEN

THE CITY OF ROSEVILLE AND GROWTH FACTORY, AUTHORIZING THE

CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE; ADOPTING ORDINANCE NO. 6495 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET DECLARING

THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN
APPROPRIATION MEASURE. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

7.3. Fiscal Year 2020-2021 Surplus - Budget Adjustment
Memo from Budget Manager Scott Pettingell and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt ORDINANCE NO. 6492 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve a FY2021-22 appropriation of $9 million from FY2020- 21 General Fund year-end surplus to fund equipment replacement of $2.26 million, facility rehabilitation of $2 million, vehicle replacement of $375,000, the Police Department’s Real Time Crime Center of $240,000, a transfer to the Youth Development Fund of $3.5 million, and a transfer to the Unemployment Insurance Fund of $634,000. The remaining balance of FY2020-21 General Fund surplus funding, before this recommended budget adjustment, is $23.1 million. The $9 million in recommended appropriations included in this Council Communication will bring the balance of surplus funds to $14.1 million. Staff are in the process of finalizing a recommended spending plan for the remaining balance.

CC #: 2070
File #: 0200 & 0201-01
CONTACT: Scott Pettingell 916-746-1306 [email protected] Assistant City Manager/Chief Financial Officer Dennis Kauffman introduced Budget Manager Scott Pettingell.

Budget Manager Scott Pettingell made the presentation to the City Council.

No public comment received.

Motion by Bruce Houdesheldt, seconded by Pauline Roccucci, to adopt ORDINANCE NO.6492 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET DECLAING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

7.4. City of Roseville Financial Policies for Fiscal Year 2022-23 and Budget Adjustment Memo from Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22-153 ADOPTING THE CITY OF ROSEVILLE FINANCIAL POLICIES, EFFECTIVE JULY 1, 2022; and adopt ORDINANCE NO. 6490 AUTHORIZING CERTAIN
AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET AND

DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council adopt financial policies that include the Investment Policy, the Debt Management Policy, the Swap Policy, an updated Budget Development Policy, the General Fund Reserves Policy, a new

Development Services Stabilization Reserve Policy, the Federal Stimulus Reserve Fund Policy, the Internal Service Funds - Operating and Replacement Reserves Policy, an updated Capital Improvement Program Rehabilitation Funding Policy, an updated Pension Funding Policy, the Other Post-Employment Benefits (OPEB) Funding Policy, the Workers' Compensation and General Liability Funding Policy, the Interfund Loans Policy and the Requests for Proposals Policy. The Development Services Stabilization Reserve Fund Policy is a new policy to establish a reserve fund to provide the department resources to maintain services during a short-term drop in revenue and to provide time to react to changes necessary during a long-term economic decline. Approval of the policies has no fiscal impact. However, implementation of the policies is expected to improve the fiscal position and financial health of the City. The Fiscal Year 2022-23 Proposed Budget is being developed based on these recommended financial policies. Adoption of the ordinance approving a budget adjustment to begin funding the Development Services Stabilization Reserve will transfer $2.03 million of the FY2020-21 General Fund yearend surplus generated by the Development Services Department to the new reserve fund. The $2.03 million was derived from revenue collected by Development Services in excess of the budget estimate that will be used to provide development services in the future during an economic downturn.

CC #: 2064
File #: 0200 & 0201-01
CONTACT: Dennis Kauffman 916-774-5313 [email protected] Assistant City Manager/Chief Financial Officer Dennis Kauffman made the presentation to the City Council.

No public comment received.

Motion by Bruce Houdesheldt, seconded by Pauline Roccucci, to adopt RESOLUTION NO. 22-153 TO ADOPT THE CITY OF ROSEVILLE FINANCIAL POLICIES, EFFECTIVE JULY 1, 2022; adopt ORDINANCE NO. 6490 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR
2021-22 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. The
Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

7.5. HOUSING SUCCESSOR AGENCY/CITY COUNCIL - Homeless Prevention and Rapid Rehousing - Funding Allocations and Budget Adjustment Memo from Housing Analyst Suzanne Acrell and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 22- 160 APPROVING FUNDING RECOMMENDATIONS AND AUTHORIZING

THE CITY MANAGER OR DESIGNEE TO EXECUTE GRANT
AGREEMENTS ON BEHALF OF THE CITY OF ROSEVILLE; and adopt ORDINANCE 6496 AUTHORIZING CERTAIN AMENDMENTS TO THE
FISCAL YEAR 2021-22 BUDGET AND DECLARING THIS ORDINANCE TO

BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION
MEASURE. Staff requests Council approval of funding recommendations for the 2022/23 Homeless Prevention and Rapid Rehousing Program and a corrected budget adjustment for Permanent Local Housing Allocation (PLHA) and Successor Agency controlled funds. Staff also requests approval of a budget adjustment to allocate the correct revenues and expenditures for both PLHA and Low and Moderate Income Housing Asset funds for the full five-year program. The recommended actions do not result in any cost to the General Fund.

CC #: 2078
File #: 0709-05 & 0214 & 0201-01
CONTACT: Suzanne Acrell 916-774-5469 [email protected] Trisha Isom 916-746-1239 [email protected]
Economic Development Housing Manager Trisha Isom introduced Housing Analyst Suzanne Acrell.

Housing Analyst Suzanne Acrell made the presentation to the City Council.

The Gathering Inn Senior Director of Strategic Initiatives David Loya spoke in support of the project.

Motion by Tracy Mendonsa, seconded by Pauline Roccucci, to adopt RESOLUTION NO. 22-160 APPROVING FUNDING

RECOMMENDATIONS AND AUTHORIZING THE CITY MANAGER OR

DESIGNEE TO EXECUTE THE GRANT AGREEMENTS ON BEHALF OF
THE CITY OF ROSEVILLE; adopting ORDINANCE 6496 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021-22 BUDGET

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

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

8. SPECIAL REQUESTS/REPORTS/PRESENTATION

8.1. Fiscal Year 2022-23 Grants Advisory Commission Funding Recommendations Memo from Housing Manager Trisha Isom and Economic Development Director Melissa Anguiano recommending the City Council receive a presentation on the Grants Advisory Commission funding recommendations for the FY2022-23 Citizens Benefit Fund and Roseville Employees Annual Charitable Hearts (REACH) Fund applications. The combined grant awards, totaling $279,681, have been included in the proposed FY2022-23 budget. There is no General Fund impact for this item.

CC #: 2073
File #: 0103-34-02
CONTACT: Trisha Isom 916-746-1239 [email protected] Heather Blanco 916-746-1171 [email protected]

Housing Manager Trisha Isom made the presentation to the City Council.

Grants Advisory Commission Chair Ellaison Carroll spoke in support of the project.

Mayor Bernasconi left the dais for a potential conflict of interest due to source of income as her company Market Share PR does work for the Placer Food Bank.

Motion by Bruce Houdesheldt, seconded by Tracy Mendonsa, to approve grant funding in the amount of $25,000 to the Placer Food Bank. The Motion Passed.

Roll call vote: Ayes: Alvord, Houdesheldt, Mendonsa, Roccucci Mayor Bernasconi returned to the dais.

Councilmember Alvord left the dais for a potential conflict of interest due to his wife working at Lilliput Children's Services.

Motion by Pauline Roccucci, seconded by Bruce Houdesheldt, to approve grant funding in the amount of $5,000 to Lilliput Children's Services. The Motion Passed.

Roll call vote: Ayes: Houdesheldt, Mendonsa, Roccucci, Bernasconi Councilmember Mendonsa left the dais with Councilmember Alvord for a potential conflict of interest due to both councilmembers serve on the Roseville Police Activities League Board of Directors.

Motion by Pauline Roccucci, seconded by Bruce Houdesheldt, to approve grant funding in the amount of $10,500 to the Roseville Police Activities League. The Motion Passed.

Councilmember Alvord and Councilmember Mendonsa returned to the dais.

Motion by Bruce Houdesheldt, seconded by Scott Alvord, to approve grant funding to the remainder of the organizations as recommended by the Grants Advisory Commission. The Motion Passed.

Roll call vote: Ayes: Alvord, Houdesheldt, Mendonsa, Roccucci, Bernasconi

8.2. Fiscal Year 2021-22 Second Quarter Financial Report and Fiscal Update Memo from Budget Manager Scott Pettingell and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council receive an informational report that includes financial data for the first two quarters of Fiscal Year 2021-22 for the General Fund, the enterprise operating funds, and revenues in selected other funds. The presentation will also include a fiscal update on recent sales tax revenue data and the City's spending plan for its allocation of American Rescue Plan Act funding. This item is a financial update only and has no fiscal impact.

CC #: 2071
File #: 0200
CONTACT: Scott Pettingell 916-774-1306 [email protected] Assistant City Manager/Chief Financial Officer Dennis Kauffman introduced Budget Manager Scott Pettingell who made the presentation to the City Council.

Budget Manager Scott Pettingell made the presentation to the City Council.

Parks, Recreation & Libraries Director Jill Geller provided clarification to the City Council.

No public comment received.

For information only. No action taken.

9. PUBLIC HEARING

9.1. Community Development Block Grant – 2022 Annual Action Plan and Substantial Amendment to 2019 Annual Action Plan
Memo from Housing Analyst Kristine Faelz and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 22- 153 APPROVING THE 2022 ANNUAL ACTION PLAN, APPROVING THE PROPOSED SUBSTANTIAL AMENDMENT TO THE 2019 ANNUAL ACTION

PLAN, AND AUTHORIZING THE CITY MANAGER TO EXECUTE

NECESSARY DOCUMENTS AND CERTIFICATIONS ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests approval of the City's 2022 Annual Action Plan for the federal Community Development Block Grant Program and approval of the Substantial Amendment to the 2019 Annual Action Plan. This item does not result in any impact to the City's General Fund.

CC #: 2065
File #: 0113-02
CONTACT: Kristine Faelz 916-774-5451 [email protected] Mayor Krista Bernasconi opened the public hearing.

Housing Manager Trisha Isom introduced Housing Analyst Kristine Faelz who made the presentation to the City Council.

The Gathering Inn Senior Director of Strategic Initiatives David Loya spoke in support of the project.

Mayor Krista Bernasconi closed the public hearing.

Motion by Tracy Mendonsa, seconded by Scott Alvord, to adopt RESOLUTION

NO. 22-153 APPROVING THE 2022 ANNUAL ACTION PLAN, APPROVING THE PROPOSED SUBSTANTIAL AMENDMENT TO THE 2019 ANNUAL

ACTION PLAN, AUTHORIZING THE CITY MANAGER TO EXECUTE

NECESSARY DOCUMENTS AND CERTIFICATIONS ON BEHALF OF THE CITY OF ROSEVILLE. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

9.2. Fiscal Year 2022/2023 Landscaping and Lighting District Assessments - Amending and/or Approving the Engineer's Annual Levy Report, Ordering the Levy and Collection of Assessments
Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22-166 AMENDING AND/OR APPROVING THE ENGINEER’S ANNUAL LEVY REPORT FOR THE HISTORIC DISTRICT LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-167 ORDERING THE LEVY AND

COLLECTION OF ASSESSMENTS WITHIN THE HISTORIC DISTRICT
LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-168 AMENDING AND/OR APPROVING THE ENGINEER’S ANNUAL LEVY REPORT FOR THE INFILL AREA
LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-169 ORDERING THE LEVY AND

COLLECTION OF ASSESSMENTS WITHIN THE INFILL AREA
LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-170 AMENDING AND/OR APPROVING THE ENGINEER’S ANNUAL LEVY REPORT FOR JOHNSON RANCH
LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-171 ORDERING THE LEVY AND

COLLECTION OF ASSESSMENTS WITHIN THE JOHNSON RANCH
LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-172 AMENDING AND/OR APPROVING THE ENGINEER’S ANNUAL LEVY REPORT FOR THE NORTH CENTRAL

ROSEVILLE SPECIFIC PLAN LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-173 ORDERING

THE LEVY AND COLLECTION OF ASSESSMENTS WITHIN THE NORTH

CENTRAL ROSEVILLE SPECIFIC PLAN LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-174 AMENDING AND/OR APPROVING THE ENGINEER’S ANNUAL LEVY

REPORT FOR NORTHWEST ROSEVILLE SPECIFIC PLAN
LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-175 ORDERING THE LEVY AND

COLLECTION OF ASSESSMENTS WITHIN THE NORTHWEST

ROSEVILLE SPECIFIC PLAN LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-176 AMENDING AND/OR APPROVING THE ENGINEER’S ANNUAL LEVY

REPORT FOR OLYMPUS POINTE LANDSCAPING AND LIGHTING
DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-177

ORDERING THE LEVY AND COLLECTION OF ASSESSMENTS WITHIN

THE OLYMPUS POINTE LANDSCAPING AND LIGHTING DISTRICT, FOR

FISCAL YEAR 2022/2023; adopt RESOLUTION NO. 22-178 AMENDING AND/OR APPROVING THE ENGINEER’S ANNUAL LEVY REPORT FOR

THE RIVERSIDE AVENUE LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-179 ORDERING

THE LEVY AND COLLECTION OF ASSESSMENTS WITHIN THE

RIVERSIDE AVENUE LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-180 AMENDING AND/OR APPROVING THE ENGINEER’S ANNUAL LEVY REPORT FOR

THE VERNON STREET LANDSCAPING AND LIGHTING DISTRICT,
FISCAL YEAR 2022/2023; and adopt RESOLUTION NO. 22-181 ORDERING

THE LEVY AND COLLECTION OF ASSESSMENTS WITHIN THE VERNON

STREET LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR 2022/2023. The City currently has eight active Landscaping and Lighting Districts (LLDs). These districts were formed within the City to levy and collect assessments for maintenance of public improvements pursuant to the Landscaping and Lighting Act of 1972, Part 2 of Division 15 of the Streets and Highways Code, and Article XIIID of the California Constitution. All charges are needed to fully fund landscape services in each LLD. The cost of maintaining the streetscape improvements is spread equally to the subject properties, based on their percentage of the total front footage of all affected parcels. There is no impact to the General Fund.

CC #: 2087
File #: 0203-08-01
CONTACT: Jeannine Thrash 916-774-5473 [email protected] Dennis Kauffman 916-774-5313 [email protected]
Mayor Krista Bernasconi opened the public hearing.

Assistant City Manager/Chief Financial Officer Dennis Kauffman made the presentation to the City Council.

No public comment received.

Mayor Krista Bernasconi closed the public hearing.

Motion by Bruce Houdesheldt, seconded by Scott Alvord, to adopt RESOLUTION NO. 22-166 AMENDING AND/OR APPROVING THE ENGINEER'S ANNUAL

LEVY REPORT FOR THE HISTORIC DISTRICT LANDSCAPING AND
LIGHTING DISTRICT, FISCAL YEAR 2022/2023; adopting RESOLUTION NO. 22-167 ORDERING THE LEVY AND COLLECTION OF

ASSESSMENTS WITHIN THE HISTORIC DISTRICT LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR 2022/2023; adopting
RESOLUTION NO. 22-168 AMENDING AND/OR APPROVING THE

ENGINEER'S ANNUAL LEVY REPORT FOR THE INFILL AREA
LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; adopting RESOLUTION NO. 22-169 ORDERING THE LEVY AND

COLLECTION OF ASSESSMENTS WITHIN THE INFILL AREA
LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR 2022/2023;

adopting RESOLUTION NO. 22-170 AMENDING AND/OR APPROVING THE

ENGINEER'S ANNUAL LEVY REPORT FOR JOHNSON RANCH
LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; adopting RESOLUTION NO. 22-171 ORDERING THE LEVY AND

COLLECTION OF ASSESSMENTS WITHIN THE JOHNSON RANCH
LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR 2022/2023; adopting RESOLUTION NO. 22-172 AMENDING AND/OR APPROVING THE

ENGINEER'S ANNUAL LEVY REPORT FOR THE NORTH CENTRAL

ROSEVILLE SPECIFIC PLAN LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; adopting RESOLUTION NO. 22-174 AMENDING

AND/OR APPROVING THE ENGINEER'S ANNUAL LEVY REPORT FOR

NORTHWEST ROSEVILLE SPECIFIC PLAN LANDSCAPING AND
LIGHTING DRISTRICT FISCAL YEAR 2022/2023; adopting RESOLUTION NO. 22-175 ORDERING THE LEVY AND COLLECTION OF

ASSESSMENTS WITHIN THE NORTHWEST ROSEVILLE SPECIFIC

PLAN LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR 2022/2023; adopting RESOLUTION NO. 22-176 AMENDING AND/OR

APPROVING THE ENGINEER'S ANNUAL LEVY REPORT FOR OLYMPUS

POINTE LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR
2022/2023; adopting RESOLUTION NO. 22-177 ORDERING THE LEVY AND

COLLECTION OF ASSESSMENTS WITHIN THE OLYMPUS POINTE
LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR 2022/2023; adopting RESOLUTION NO. 22-178 AMENDING AND/OR APPROVING THE

ENGINEER'S ANNUAL LEVY REPORT FOR THE RIVERSIDE AVENUE
LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2022/2023; adopting RESOLUTION NO. 22-180 AMENDING AND/OR APPROVING THE

ENGINEER'S ANNUAL LEVY REPORT FOR THE VERNON STREET
LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR 2022/2023, and adopt RESOLUTION NO. 22-181 ORDERING THE LEVY AND

COLLECTION OF ASSESSMENTS WITHIN THE VERNON STREET

LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR
2022/2023. The Motion Passed.

Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Mendonsa, Roccucci

10. REPORTS / PUBLIC COMMENTS
No additional public comment received.

Lighthouse Counseling & Family Resource Center Fundraiser - Councilmember Roccucci reported on attendance.

Arts Council of Placer County Survey - Vice Mayor Houdesheldt encouraged residents to go online and provide input.

Police and Fire Awards Ceremony - Councilmember Alvord reported on attendance.

Happy Birthday to City Attorney Michelle Sheidenberger - Mayor Bernasconi announced.

11. ADJOURNMENT
Mayor Krista Bernasconi adjourned the meeting at 9:01 p.m.

COUNCIL COMMUNICATION
CC #: 2177
File #: 0900-04-02
Title:

Roseville Parkway Extension Project - Approval of Plans and Specifications and Authorization to Call for Bids
Contact: Jesse Khatkar 916-774-5434 [email protected] Meeting Date: 7/6/2022
Item #: 7.2.

RECOMMENDATION TO COUNCIL
Staff recommends City Council approve plans and specifications for the Roseville Parkway Extension Project and authorize staff to call for bids.

BACKGROUND
Roseville Parkway is a multi-lane arterial roadway providing a connection from Northwest Roseville to East Roseville and Granite Bay. The roadway is continuous except for a 0.75 mile segment between Foothills Boulevard and Washington Boulevard. The project scope includes the construction of:

Four vehicle travel lanes (two in each direction);
Curb, gutter and sidewalk;
On-street bike lanes;
Separated multi-use path;
Street lights;
Street landscaping; and
An overpass spanning the Union Pacific Railroad tracks and Industrial Avenue The project plans and specifications are complete, and attached for review.

Contingent on resolution of outstanding Right of Way acquisitions, construction of the Roseville Parkway Extension project is anticipated to begin in late 2022 and be completed in late 2023.

Public Outreach:

Since 2019, the Roseville Parkway Extension Project has been driven by robust public participation including a virtual community open house, stakeholder representative group meetings, online surveys, and email and social media updates. Details about the project can be found at roseville.ca.us/ParkwayExtension. Staff will continue to engage with the community as the project moves forward.

FISCAL IMPACT

CONSTRUCTION OF PROJECT
The engineers estimate for construction is $22.5 million. Based on the engineers estimate, construction soft costs are estimated to be $4.8 million, which includes change order authority/contingency (10%), construction management (10%), and staff time (1.5%), for a total project cost estimate of $27.3 million. Construction of the project will be fully funded from development impact fees in the Traffic Mitigation Fund. Once the actual construction costs are known, a budget adjustment will be recommended for approval at the time of Council award of the construction contract. No General Fund resources will be used to complete the project.

IMPACT OF MAINTENANCE COSTS FOR LANDSCAPING
The proposed project includes landscaping improvements along the corridor that will require maintenance by the City's Parks, Recreation, & Libraries (PRL) Department. The landscaping maintenance operational costs increase as a result of the improvements and are estimated at approximately $7,800 annually. It is anticipated that PRL operating expenses for landscaping maintenance in the General Fund will increase by that amount with the citywide budget process, beginning the fiscal year that follows project completion, as a result of this project.

ENVIRONMENTAL REVIEW
Council approval of bid documents for the Roseville Parkway Extension Project is an action that is subject to CEQA. Project level CEQA compliance for the Roseville Parkway Extension project was accomplished with preparation of the Roseville Parkway Extension Project Final Initial Study and Mitigated Negative Declaration (Adopted: September 16, 2020). Because the Roseville Parkway Extension project is consistent with the project evaluated in the Roseville Parkway Extension Project Final Initial Study and Mitigated Negative Declaration, no new effects would be expected to occur and all applicable mitigation measures from the Roseville Parkway Extension Project Final Initial Study and Mitigated Negative Declaration will be implemented. As such, no additional CEQA action is required at this time.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal C - Maintain a safe and healthy community
Goal F - Invest in well-planned infrastructure and growth Respectfully Submitted,
Jesse Khatkar, Assistant Engineer
Jason Shykowski, Public Works Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Exhibit A - Project Map
Project Manual
Plan Set

FOOTHILLS BOULEVARD FOOTHILLS BOULEVARD

FOOTHILL

COMMERCE
CENTER

UNION PACIFIC RAILROAD

INDUSTRIAL AVENUE

WASHINGTON BOULEVARD

BRIDGE OVER INDUSTRIAL AVENUE

AND UNION PACIFIC RAILROAD

PROJECT BEGINS

PROJECT ENDS

PROJECT LIMITS

BLUE OAKS BLFOOTHILLS BLVD

PLEASANT GROVE BL GALLERIA BL
BASELINE RD WOODCREEK OAKS BL WASHINGTON BL PLEASANT GROVE BL HWY 65 I-80

ROSEVILLE PARKWAY

PROJECT
ENDS

PROJECT
LIMITS

PROJECT BEGINS INDUSTRIAL AVE

EXHIBIT A

PROJECT AREA MAP

LOCATION MAP

NO SCALE
Streets & Bridges
Project Manual
Name ofproject:

Roseville Parkway Extension Project
Department:

Public Works—Engineering

ROSEVILLE PARKWAY EXTENSION PROJECT
The special provisions contained herein have
been prepared by or under the direction of the
following Registered Persons.

ROADWAY

Zach Siviglia, Registered Civil Engineer

STRUCTURES

Marshall Eugene Moore, Registered Civil Engineer

LANDSCAPE ARCHITECT

Erik R. Smith, Registered Landscape Architect

ROADWAY PAVEMENT AND WATER APPURTENANCES

Gabriel Jose Rodell, Registered Civil Engineer
Zachary
James Siviglia
73128
12/31/22
CIVIL
Marshall
Eugene Moore
S6557
09/01/23
Erik R.

Smith
No. 4585
Exp 08/31/22
Gabriel
Jose Rodell
86446
03/31/23
NTC - 1
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CITY OF ROSEVILLE

DEPARTMENT OF PUBLIC WORKS
Name of Project: ROSEVILLE PARKWAY EXTENSION PROJECT

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 To Be Determined 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 To Be Determined, 20__ at the Office of the City Clerk located at 311 Vernon Street, Roseville California for the following project: ROSEVILLE PARKWAY EXTENSION PROJECT ___________________________________________________.

A pre-bid meeting will be held at To Be Determined ___________________________ ______________________________________________.

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 addenda. Proposal Forms shall be securely sealed in a suitable envelope marked with the name NTC - 2
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and address of the Bidder, and marked in capital letters on the front and back of the envelope as follows:

ROSEVILLE PARKWAY EXTENSION 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 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 NTC - 3
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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 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.

NTC - 4
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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.

All questions prior to the deadline for bid submissions shall be directed to the attention of Jesse Khatkar, Assistant Engineer via Public Purchase. The deadline for submissions of NTC - 5
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questions and clarifications regarding the Contract Documents is To Be Determined. Only Addenda issued by the City are binding.
___________________________________
City Clerk, City of Roseville
Dated: _____________________________
Published: ________________________
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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
INT - 1
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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 onehalf 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 (PROP11). 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
SUBCONTRACTOR’S
NAME

CONTRACTOR
LICENSE NO. DIR REG NO. BUSINESS ADDRESS (CITY, STATE)
PROP - 7
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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.) PROP - 9
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] NOW, 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.

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

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

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, crossliability 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 selfinsured 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
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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
SCS – 2
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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
SCS – 3
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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.

SCS – 4
[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.

SCS – 5
[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 SCS – 6
[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.

SCS – 7
[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 SCS – 8
[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.

SCS – 9
[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 SCS – 10
[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 SCS – 11
[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 SCS – 12
[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 SCS – 13
[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 SCS – 15
[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 SCS – 16
[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 SCS – 18
[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 SCS – 19
[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:

SCS – 20
[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 SCS – 21
[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 SCS – 22
[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.

SCS – 23
[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 SCS – 24
[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 SCS – 25
[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 SCS – 26
[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.

SCS – 27
[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, crossliability 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' SCS – 28
[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 SCS – 29
[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 SCS – 30
[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.

SCS – 31
[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 selfinsured 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.

SCS – 32
[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.

SCS – 33
[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 SCS – 34
[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.

SCS – 35
[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 stipulated 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.

SCS – 36
[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 statemandated 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.

AB 626 - 5
[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.

STANDARD PLANS LIST
The standard plan sheets applicable to this Contract include those listed below. The applicable revised standard plans (RSPs) listed below are included in the project plans.

ABBREVIATIONS, LINES, SYMBOLS, AND LEGEND
A3A Abbreviations (Sheet 1 of 3)
A3B Abbreviations (Sheet 2 of 3)
A3C Abbreviations (Sheet 3 of 3)
A10A Legend - Lines and Symbols (Sheet 1 of 5)
A10B Legend - Lines and Symbols (Sheet 2 of 5)
A10C Legend - Lines and Symbols (Sheet 3 of 5)
A10D Legend - Lines and Symbols (Sheet 4 of 5)
A10E Legend - Lines and Symbols (Sheet 5 of 5)
A10F Legend - Soil (Sheet 1 of 2)
A10G Legend - Soil (Sheet 2 of 2)
A10H Legend - Rock

PAVEMENT MARKERS, TRAFFIC LINES, AND PAVEMENT MARKINGS
A20A Pavement Markers and Traffic Lines - Typical Details A20B Pavement Markers and Traffic Lines - Typical Details A20C Pavement Markers and Traffic Lines - Typical Details A20D Pavement Markers and Traffic Lines - Typical Details A24A Pavement Markings - Arrows
A24B Pavement Markings - Arrows and Symbols
A24C Pavement Markings - Symbols and Numerals
A24D Pavement Markings - Words
A24E Pavement Markings - Words, Limit and Yield Lines
A24F
RSP A24H
Pavement Markings - Crosswalks
Pavement Marking Arrows

EXCAVATION AND BACKFILL
A62A Excavation and Backfill - Miscellaneous Details
A62B Limits of Payment for Excavation and Backfill - Bridge Surcharge and Wall A62C Limits of Payment for Excavation and Backfill - Bridge A62D Excavation and Backfill - Concrete Pipe Culverts

OBJECT MARKERS, DELINEATORS, CHANNELIZERS, AND BARRICADES A73C Delineators, Channelizers and Barricades

TEMPORARY CRASH CUSHIONS, RAILING AND TRAFFIC SCREEN
T1A Temporary Crash Cushion, Sand Filled (Unidirectional) T1B Temporary Crash Cushion, Sand Filled (Bidirectional) T2 Temporary Crash Cushion, Sand Filled (Shoulder Installations) T3A Temporary Railing (Type K)
T3B Temporary Railing (Type K)

TEMPORARY WATER POLLUTION CONTROL
T51 Temporary Water Pollution Control Details (Temporary Silt Fence) T56 Temporary Water Pollution Control Details (Temporary Fiber Roll) T58 Temporary Water Pollution Control Details (Temporary Construction Entrance) T59 Temporary Water Pollution Control Details (Temporary Concrete Washout Facility)
T61 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)
T62 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)
T63 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

BRIDGE DETAILS
RSP B0-1 Bridge Details
B0-3 Bridge Details
B0-5 Bridge Details
B0-13 Bridge Details
PILES
B2-3 16" and 24" Cast-In-Drilled-Hole Concrete Pile

RETAINING WALLS
B3-6 Retaining Wall Details No. 2

JOINT SEALS
B6-21 Joint Seals (Maximum Movement Rating = 2")

STRUCTURE APPROACH
B9-4 Structure Approach Type EQ (10)
B9-6 Structure Approach Drainage Details

CHAIN LINK RAILING, CABLE RAILING AND TUBULAR HAND RAILING B11-7 Chain Link Railing
B11-47 Cable Railing
RSP B11-51 Tubular Handrailing

BRIDGE CONCRETE BARRIERS
B11-58 Concrete Barrier Type 732SW (Sheet 1 of 2)
B11-59 Concrete Barrier Type 732SW (Sheet 2 of 2)

ADDITIONAL BRIDGE CONCRETE BARRIERS
RSP B11-79 Concrete Barrier Type 836 Details No. 1
RSP B11-80 Concrete Barrier Type 836 Details No. 2

ROADSIDE SIGNS
RS1 Roadside Signs - Typical Installation Details No. 1 RS2 Roadside Signs - Wood Post - Typical Installation Details No. 2 RS4 Roadside Signs - Typical Installation Details No. 4

ROSEVILLE PARKWAY EXTENSION PROJECT
SCOPE
The work described in these Special Provisions must be done in conformance with the latest editions of the City of Roseville Design and Construction Standards, and 2015 State Standard Specifications and Plans, unless otherwise noted in these Special Provisions or Plans, except insofar as they may be modified by these Special Provisions

ORGANIZATION
Special provisions are under headings that correspond with the main-section headings of the Standard Specifications. A main-section heading is a heading shown in the table of contents of the Standard Specifications.

Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications as revised by any revised standard specification.

Any paragraph added or deleted by a revision clause does not change the paragraph numbering of the Standard Specifications for any other reference to a paragraph of the Standard Specifications. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to section 1-1.01:

Bid Items and Applicable Sections
Item
code
Item description Applicable
section
400051A CONCRETE PAVEMENT 40
510095A DRAIN INLET (TYPE C) 51
Add to section 1-1.07B:

Administrator: The Public Works Director, as created by law, also the City Agency: Department of Public Works, City of Roseville
Bidder: Prime Contractor
Bid book: Bid Proposal
City: City of Roseville
City Council: City Council of the City of Roseville, a Charter City in the State of California Contract Documents: Plans, Notice to Bidder and Special Provisions, and Bid Book and Contract Department: Department of Public Works, City of Roseville Department of Transportation: State of California Agency Department of Industrial Relations: State of California Agency District: The Public Works Department, City of Roseville Division of Labor Standards Enforcement: State of California Agency Laboratory: The laboratories authorized by the Engineer to test materials and work involved in the contract
Office Engineer: City of Roseville, Department of Public Works Transportation Building: Department of Public Works, City of Roseville Replace the following definitions in section 1-1.07B:

Director: Director of Public Works, City of Roseville
Engineer: The Director of Public Works/City Engineer, and agents or assistants duly authorized by the Director of the Public Works/City Engineer to act on their behalf ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
2 BIDDING
Add between the 1st and 2nd paragraphs of section 2-1.06B:

The Department makes the following supplemental project information available:

Supplemental Project Information
Means Description
To be provided during the bidding period
by the City via Public Purchase
Foundation Report dated June 11, 2021
Geotechnical Report Dated: June 11, 2021
Included with the project plans Log of Test Borings
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
4 SCOPE OF WORK
Replace section 4-1.03 with:

The project consists of the construction of the Roseville Parkway Extension Project consisting of the following improvements:

1. Construction of a four lane concrete roadway, including sidewalk and class II bike lanes, between Washington Boulevard and Foothills Boulevard.

2. Construction of a new bridge over Industrial Avenue and Union Pacific railroad tracks.

3. Construction of a multi-use path and a connection between Roseville Parkway and Industrial Avenue.

4. Signal modifications at Foothills Boulevard/Roseville Parkway and Washington Boulevard/Roseville Parkway
The work includes improvements including: clearing and grubbing, excavation, curb, gutter and sidewalk, retaining wall, grading, bridge construction, abutment construction, slope protection, roadway and sidewalk construction, utilities including sewer, storm drain, electrical, fiber optic, striping, and other minor improvements.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
5 CONTROL OF WORK
Add to section 5-1.01:

For the award of the "Project", the City will provide inspection and Resident Engineer (RE) on an eighthour (8) day and a forty-hour (40) week (Monday through Friday) basis only. You must reimburse the City at a rate of $175/hr for all inspection and $200/hr for RE time in excess of those hours listed above, including designated holidays and weekends. Requests for authorization to perform work outside the hours of 7:00 a.m. to 4:00 p.m., Monday through Friday, must be made in writing at least 48 hours in advance.

Designated holidays are observed: New Year's Day, Martin Luther King Day, Presidents Day, Memorial Day, 4th of July, Labor Day, Veterans Day, Thanksgiving Day, the day after Thanksgiving and Christmas Day. When a designated holiday falls on a Saturday or Sunday, the preceding Friday or following Monday (respectively) must be a designated holiday.

Provide a competent person during normal working hours to assist the Engineer, when required, in checking lines and grades of the Contractor's layout and measuring quantities for payment purposes.

Cooperate with the Engineer so that checking, and measuring may be accomplished with the least interference to your operations. No additional compensation will be made to you for fulfilling this requirement.

Add to the end of section 5-1.09A:

The Department encourages the project team to exhaust the use of partnering in dispute resolution before you submit any potential claims.
5-1.20C Railroad Relations
Note – Information from the UPRR Agreement will be added to this Section after we receive the UPRR Agreement.

Replace the paragraphs in section 5-1.26 with:
5-1.26A Summary
Section 5-1.26 includes specifications for furnishing and setting construction stakes and marks.

Conform to Chapter 12, Construction Surveys, of the Caltrans publication entitled, "Surveys Manuel," except as amended below.
5-1.26B Action Submittals
Before starting any survey work, submit for Engineer's approval the proposed procedures, methods, equipment, and typical stake markings to be used.

Upon completion of the construction staking and prior to acceptance of the contract, submit all computations, survey notes, and other data used to accomplish the work. 5-1.26C Materials
Stakes must be wooden hubs with sufficient length to assure solid embedment in the grounds. Use nails only when setting points on existing pavement.
5-1.26D Construction
You are responsible to provide all surveys at your cost to control the lines, elevations, and dimensions of the work in conformance with the plans. Any deviations from the lines, elevation, and dimensions shown on the plans must receive prior approval from the Engineer.

You are responsible for the accuracy of your own layout work and you are liable for the preservation of all established lines, grades, and layout points.

Furnish and set construction stakes and marks required for the completion of the work. Set stakes with the accuracy adequate to assure that the completed work conforms to the lines, grades, and sections shown on the plans. Remove construction stakes when no longer needed.

Set hubs using total stationing. Horizontal tolerances must be within the tolerances specified in the Caltrans Survey Manual.

Set grades stakes at even 50-foot stations and at vertical and horizontal transition points.

Only use a level to establish the elevation of all hubs and points used for setting grades. Submit the required cut-sheets to the Engineer prior to starting any work for approval.

Coordinate with the City for Vertical Control Benchmark. If you destroy any of the survey control points, replace the control points at your cost. Notify the Engineer before replacing the control points. The Engineer will verify you work.

Make all computations necessary to establish the exact position of the work from control points. Maintain neat, legible, and accurate records of all computations, survey notes, and other records necessary to accomplish the work. Submit such records prior to beginning the work that requires their use.

All delay and costs due to the correcting of survey points found to be out of tolerance will be your responsibility.

Stakes damaged or destroyed by the public or your operations will be replaced at your expense. Submit all survey records to the Engineer for the project records.

Prior to bridge concrete pours, you are to develop and submit to the Engineer for approval bridge grades that include: Abutment/wingwall pour grades, column/bent pour grades, and deck pour grades. The Engineer will have 10 working days to approve grades.
5-1.26E Payment
Full compensation for conforming to these requirements will be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor.

Add between the 2nd and 3rd paragraphs of section 5-1.36D:

The utility owner will relocate a utility shown in the following table before the corresponding date shown:

Utility Relocation and Date of the Relocation
Utility Location Date
During the progress of the work under this Contract, the utility owner will relocate a utility shown in the following table within the corresponding number of days shown. Notify the Engineer before you work near a utility shown. The days start on the notification date.

Utility Relocation and Department-Arranged Time for the Relocation Utility Location Days
Installation of the utilities shown in the following table requires coordination with your activities. Make the necessary arrangements with the utility company through the Engineer and submit a schedule:

1. Verified by a representative of the utility company

2. Allowing at least the time shown for the utility owner to complete its work Utility Relocation and Contractor-Arranged Time for the Relocation Utility Utility address Location Days

To allow pile driving, drilling activities, or substructure construction, the utility owner will rearrange the utilities shown in the following table during construction activities. No other utility will be rearranged or temporarily deactivated before or during construction activities for this purpose unless you make arrangements with the utility owner. Notify the Engineer at least 30 days before the interfering utilities are to be rearranged. The Engineer notifies the utility owners.

Utility Rearrangement for Pile Driving, Drilling Activities, or Substructure Construction Utility Location
The utilities shown in the following table will not be rearranged. The utilities may interfere with pile driving, drilling activities, or substructure construction. If you want any of them rearranged or temporarily deactivated, make arrangements with the utility owner.

Utilities Not Rearranged for Pile Driving, Drilling Activities, or Substructure Construction Utility Location
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add to section 7-1.03:

The use of flaggers, barricades and construction signing shall comply with the current edition of the MUTCD and/or State of California Manual of Traffic Controls for "Construction and Maintenance Work Zones" or as required by the Engineer. All construction traffic control devices shall be in place and operational prior to beginning work or different phases throughout the contract.

Temporary lane closures will be allowed only during approved working hours. Contractor to provide at least one lane in each direction for two-way traffic on all existing streets throughout the construction project unless otherwise identified in these special provisions or approved in writing by the Engineer.

Construction activities which are under City contract shall not be permitted at any time other than between the hours of 7:00 a.m. to 4:00 p.m. Monday through Friday, and 9:00 a.m. to 6:00 p.m. on Saturday, Sunday and holidays with approval with the City. Only work that does not require motorized vehicles or power equipment shall be allowed on state, federal and designated holidays and outside of the noted working hours. If work outside the times specified above becomes necessary, request authorization from the Engineer to perform work outside of these hours at least 48 hours in advance.

You shall be 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. You shall provide and maintain all traffic control and safety items. You will provide flaggers as required and you will be responsible for the entire cost of flaggers. You will assumes the sole and complete responsibility for job and site conditions during the course of construction, including safety of all persons and property. This requirement shall apply continuously 24 hours/day and shall not be limited to normal working hours.

Unless otherwise approved by the Engineer, a minimum of one travel lane in each direction, not less than 11’ wide, shall be maintained at all times on all roads within the construction limits. You shall submit a traffic control plan to the Engineer for acceptance. The traffic control plan shall include the anticipated limits and time required for the closure. You cannot begin any work until the Traffic Control Plan has been accepted by the City and the Contractor has notified adjacent businesses of the work and anticipated road closure and impacts. Contractor to provide a minimum of seven (7) portable changeable message signs. Portable changeable message signs shall be used for prior notifications of road/parking area closures.

You may close Industrial Ave to traffic in both directions for the following activities:

1. Falsework erection and removal in Span 2 or 3.

2. Girder erection in Span 2 or 3.

3. Stay-in-place forms in Span 2 or 3
Industrial Ave closures must be limited to between 8:00 pm and 6:00 am (night work). Industrial Ave closure shall be a maximum of 5 consecutive nights. The contractor shall submit to the City a plan showing the location of PCMS and barricades to close Industrial Ave for review and approval. Prior to closing Industrial Ave, you shall have all necessary materials and equipment on site to erect or remove girders, falsework or forms in any span before detouring or stopping traffic.

The minimum traveled way described above shall be open for use by public traffic on Saturdays, Sundays, designated holidays, after 4:00 p.m. on Fridays and the day preceding designated holidays, and when construction operations are not actively in progress. Designated holidays are listed in Section 5-

1.01 of these Special Provisions.

Whenever vehicles or equipment are parked within a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators; placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at 25-foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. A minimum of 9 cones or portable delineators shall be used for the taper. A C23 (Road Work Ahead) or a C24 (Shoulder Work Ahead) sign shall be mounted on a telescoping flag tree with flags. The flag tree shall be placed in a location approved by the Engineer.

Minor deviations from the requirements of this section concerning hours of work which do not significantly change the cost of the work may be permitted upon your written request, if in the opinion of the Engineer public traffic will be better served and the work expedited. Such deviations shall not be adopted until the Engineer has indicated his written approval. All other modifications will be made by contract change order.

You shall notify local residents and businesses 72 hours prior to cutting off their access for periods in excess of 2 hours. Notice must be given in writing two days prior to cutting off access and verbally the evening prior to cutting of access. For businesses that only have one primary driveway for access, you will coordinate the work to always maintain access to their driveway or develop an alternative access point for them. You will need to get in writing an approval from the business to modify their driveway location and provide that to the Engineer 72 hours prior to modifying the driveway. If two driveways access a single business, one of those driveways shall always remain accessible.

Personal vehicles of your employees shall not be parked on the traveled way or shoulders, including any section closed to public traffic. No equipment will be allowed to be parked within any traffic lane or median after work hours.

You shall notify the Engineer of your intent to begin work at least 3 days before work is begins. You shall cooperate with local authorities relative to handling traffic through the work area and shall make your own arrangements to keep the working area clear of parked vehicles.

Three days prior to implementing any City approved road or lane closures, you shall notify the Engineer.

You shall notify the Engineer at a minimum of seventy-two (72) hours in advance of any revisions to the road or lane closure schedules.

Portable Changeable Message Signs (PCMS) shall be placed at the locations identified below, as approved by the Engineer, and required by your Traffic Control Plans:

1. Two PCMS on Washington Blvd.

2. Two PCMS on Foothills Blvd.

3. Two PCMS on Industrial Ave.

4. One PCMS on Roseville Parkway east of Washington Blvd.

Payment for Portable Changeable Message Signs is to be included in the payment item for Traffic Control and no additional payments will be made to you for Portable Changeable Message Signs.

The Contractor shall cooperate, keep current and notify the City of Roseville’s Public Information Officer, local police and fire department, ambulance services, and Public Works Street Division of proposed construction operations five (5) days before work is to begin Full compensation for conforming to the requirements of this section shall be considered as included in the contract lump sum price paid for Traffic Control System and no additional compensation will be allowed therefor.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
8 PROSECUTION AND PROGRESS
Replace paragraphs of section 8-1.04B with:

You shall begin work no later than 15 calendar days after receiving the "Notice to Proceed" letter executed by the Director of Public Works or authorized staff representing the City of Roseville.

This work shall be diligently prosecuted to completion before the expiration of 190 Working Days beginning on the fifteenth calendar day after receiving the "Notice to Proceed" letter. Completion of Punch List items is included in the 190 Working Days.

A preconstruction meeting shall be held between you and the Engineer for the purpose of discussing the scope of work, contract drawings, specifications, existing conditions, materials to be tested, equipment to be used, and all essential matters pertaining to the prosecution and the satisfactory completion of the project as required. Your representative at this conference shall include all major superintendents for the work and may include major subcontractors and material suppliers.

You shall be responsible to coordinate utilities relocations within the project area. Coordination of utilities within the project limits, including relocations and maintenance of existing facilities shall be confirmed in writing by utility representatives and you prior to the preconstruction meeting or within five (5) working days after the preconstruction meeting.

Add to section 8-1.05:

Contract time of 190 Working Days includes plant establishment period. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
9 PAYMENT
Replace the 1st paragraph of section 9-1.16A with:

Submit all requests for progress payments using the forms included in Appendix A:

1. Form CC 1: Progress Payment Request - This form is to be completed and signed by you and attached as a cover sheet to each request for payment. This form will be mandatory on all contract payment requests.

2. Form CC2: Progress Payment Request (Detail) - This form may be used by you to provide the detail required to verify the payment quantities. (City will accept your form if it provides the required information.)

3. Form CC3: Quantity Changes Verification Form - This form is required before any payment can be made based on actual quantities exceeding estimated quantities. At the conclusion of the project, the City will issue a "Balancing Change Order" incorporating all quantity increases and decreases in the contract item of work.

Add to the end of section 9-1.16C:

The following items are eligible for partial progress payment even if they have not yet been incorporated into the work:

1. Bridge railings

2. Bar Reinforcing

3. Water pipes and Appurtenances

4. Sewer Pipes and Appurtenances

5. Precast Girders

6. Welded Steel Pipe Casing

7. Miscellaneous Metal

8. Tubular Handrailing

9. Cable Railing

10. Ornamental Railing

11. MSE Wall Panels
Add to section 9-1.17D(1):

Submit Form CC4: Final Release Form from Appendix A. This form must accompany all requests for final payment.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION II GENERAL CONSTRUCTION
10 GENERAL
Add to section 10-1.02:

Add to the end of section 10-1.02C(2):

You must protect all irrigation component or systems not identified on the plans to be removed or relocated. Irrigation components/systems to be relocated shall be done before performing any other construction activity in the area.

If you damage any irrigation component or system you will replace it to an equal or better condition at your cost.
10-1.02C(Landscaping)
You must protect all existing landscaping, including trees, not identified on the plans to be removed.

If you damage any landscaping not identified to be removed, you will replace it at your cost. 10-1.02F Potholing for Utilities
It is recognized by you and the City that the locations of existing utilities as shown on the plans are approximate, their actual location is unknown. Recognition is given to the fact there may be additional existing utilities unknown to either party to the contract. Location of utilities, as shown on the drawings, represents the best information obtainable from utility maps and information furnished by the various agencies and companies involved. The City warrants neither the accuracy nor the extent of the actual utilities involved.

All existing utilities are to remain in service and operational during construction. All required relocation of existing facilities which interfere with the work shall be made by the owning agencies or as identified in these Special Provisions and plans.

Perform all operations necessary to excavate, expose, and verify the location of existing utility mains and laterals that may cross or be in conflict with the proposed facilities and at tie-in locations.

Notify Underground Service Alert (USA) at 1-800-642-2444 and all utility companies which have underground facilities within the limits of work 72 hours before beginning any excavation work.

Where a possible at-grade conflict with existing underground utilities appears on the plans, determine its location a minimum of 100 feet ahead of the work prior to trenching unless prior pothole information is shown. Grade and alignment changes must be made only if approved by the Engineer.

The horizontal and vertical locations shown for the existing underground utilities are approximate. It is your responsibility to locate all utility lines in the construction area prior to excavation. Any damage to existing utility, structure, or service, whether or not indicated on the plans must be repaired at your expense in a manner approved by the Engineer.

Submit a report for each pothole. The report must be typed and clearly drawn to show all necessary details, including:

1. Sketch showing the location, date, depth, conditions encountered, person in charge of potholing, and any other information requested by the Engineer

2. Utility and City Public Work person(s) notified
Do not proceed with excavation operations where underground utilities lie as shown on the plans or marked by USA until related potholing work has been completed to the satisfaction of the Engineer. Notify the Engineer of any potential conflicts with underground utilities.

Hand dig as necessary to protect existing utilities.

Notify the Engineer of conflicts in which there is less than two foot of separation between the existing and proposed utility.

Payment for potholing utilities is included in the payment for the various items of work involved.

Replace the paragraph in section 10-1.04 with:
10-1.04A General
Not Used
10-1.04B Preconstruction Conference
As requested by the Engineer the Contractor and representatives of sub-contractors may be requested to attend a preconstruction meeting. Agenda and preparation and distribution of the meeting minutes must be per the requirements set forth by the Engineer.
10-1.04C Progress Meetings
Schedule appropriately throughout progress of work at weekly intervals, or at intervals determined by the Engineer.

Make arrangements for attendance of appropriate participants, including Subcontractors.

Progress Meeting Agenda must be determined by the Engineer and may include:

1. Review minutes of previous meetings

2. Review of Work in progress

3. Field observations, problems, and decisions

4. Identification of problems which impede progress

5. Review: Submittal schedule; status of submittals; off-site fabrication; delivery schedules; and progress schedule

6. Corrective measures to regain projected schedules, if any

7. Planned progress during succeeding work period; Contractor to provide a three-week “look-ahead” schedule at each meeting; coordination of projected progress; effect of proposed changes on progress schedule and coordination

8. Maintenance of quality and work standards

9. Other business relating to Work
10-1.04D Safety Meetings
Run weekly meetings and require attendance of construction crew and Subcontractors. Record minutes and distribute copies within two calendar days after meeting to participants, the Engineer, and those affected by decisions made.

Replace the last paragraph in section 10-6 with:

Contractor is responsible to develop water supply. Full compensation for conforming to these requirements will be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor. If the contractor chooses to use City water, a hydrant permit from the Environmental Utilities Department must be obtained prior to use. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
12 TEMPORARY TRAFFIC CONTROL
Replace the section 12-1.04 with:

Payment for furnishing flaggers is included in the payment for Traffic Control System.

The Dept does not pay for half of the cost for railroad flagging. The contractor is responsible for railroad flagging.

Replace Not Used in section 12-3.01D with:

Payment for furnishing and installing Temporary Barricades is included in the payment for Traffic Control System.

Replace section 12-3.11D with:

Payment for furnishing and installing construction area signs is included in the payment for Traffic Control System.

Add to the beginning of the RSS for section 12-3.32C:

Place PCMSs at the locations shown on the plans, these Special Provisions and as authorized by the Engineer.

Replace Not Used in section 12-3.32D with:

Payment for portable changeable message signs (PCMS) is included in the payment for Traffic Control System.

Replace Not Used in section 12-4.04D with:

Cost Break-Down
The Contractor shall furnish to the Engineer a cost break-down for Traffic Control System.

The Contractor shall determine the quantities required to complete the work shown on the plans. The quantities and values shall be included in the cost break-down submitted to the Engineer. The Contractor shall be responsible for the accuracy of the quantities and values used in the cost break-down submitted.

No adjustment in compensation will be made in the contract lump sum prices paid for the traffic control items due to any differences between the quantities shown in the cost break-down furnished by the Contractor and the quantities required to complete the work as shown on the plans and as specified in these special provisions.

The sum of the amounts for the units of work listed in the cost break-down for traffic control shall be equal to the contract lump sum price bid for the work. Overhead, profit, and labor shall be included in each individual unit listed in the cost break-down.

The cost break-down shall be submitted to the Engineer within 15 days of the Notice to Proceed. The cost breakdown shall be approved, in writing, by the Engineer before any partial payment for the items of striping work will be made.

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 traffic control 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 accordance with Section 4-1.03B, “Increased or Decreased Quantities,” of the Standard Specifications.

The cost break-down shall, as a minimum, include the following items:

ITEM UNIT MEASURE
Construction Area Signs Type Each
PCMS Type Each
Channelizers Type Each
Full compensation for compliance with this section shall be considered included in the amount bid for Traffic Control System and no additional compensation shall be allowed. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
13 WATER POLLUTION CONTROL
Add to section 13-1.04:

Submit a Water Pollution Control Lump Sum Cost Break-Down which itemizes the contract lump sum for water pollution control work. Use the Water Pollution Control Lump Sum Cost Break-Down provided in this section as the basis for the cost break-down. Use the Water Pollution Control Lump Sum Cost BreakDown to identify items, quantities and values for water pollution control work, including Temporary Water Pollution Control Practices. You are responsible for the accuracy of the quantities and values used in the cost break-down submitted. Partial payment for the item of water pollution control will not be made until the Water Pollution Control Cost Break-Down is approved by the Engineer.

Line items indicated in the Water Pollution Control Lump Sum Cost Break-Down in this section with a specified Estimated Quantity must be considered "Project-Specific Minimum Requirements." Incorporate Project-Specific Minimum Requirements with Contractor-designated quantities and values into the Water Pollution Control Lump Sum Cost Break-Down.

Line items indicated in the Water Pollution Control Lump Sum Cost Break-Down in this section without a specified Estimated Quantity must be considered by the Contractor for selection to meet the applicable "Minimum Requirements" as defined in the Manuals, or for other water pollution control work as identified in the "Construction Site BMPs Consideration Checklist" presented in the Preparation Manual. In the Water Pollution Control Cost Break-Down, list only those water pollution control practices selected for the project, including quantities and values required to complete the work for those items.

The sum of the amounts for the items of work listed in the Water Pollution Control Cost Break-Down must be equal to the contract lump sum price bid for water pollution control. Overhead and profit must be included in the individual items listed in the cost break-down.

WATER POLLUTION CONTROL LUMP SUM COST BREAK-DOWN

ITEM ITEM DESCRIPTION UNIT ESTIMATED

QUANTITY VALUE AMOUNT
Soil Stabilization
SS-1 Scheduling
SS-2
Preservation of
Property/Preservation of
Existing Vegetation

SS-3
Temporary Hydraulic Mulch
(Bonded Stabilized Fiber
Matrix)

SS-6
Temporary Erosion Control
(Straw Mulch with Stabilizing
Emulsion)

SS-7 Temporary Erosion Control
Blanket (On Slope)
SS-7 Temporary Erosion Control
Blanket (In Swale or Ditch)
SS-7 Temporary Cover (Geotextiles
and Mats)
SS-9 Earth Dikes/Drainage Swales
& Lined Ditches
SS-10 Outlet Protection/Velocity
Dissipation Devices
SS-12 Streambank Stabilization
Sediment Control
SC-1 Temporary Silt Fence
SC-4 Temporary Check Dam
SC-5 Fiber Rolls
SC-7 Street Sweeping
SC-10 Storm Drain Inlet Protection
Tracking Control
TC-1 Temporary Construction
Entrance
Wind Erosion Control
WE-1 Wind Erosion Control
TOTAL
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 contract lump sum price paid for water pollution 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 price for water pollution control, 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 maintaining, removing and disposing construction site best management practices is included in the payment for water pollution control.

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:

The City has prepared a draft of the Storm Water Pollution Prevention Plan (SWPPP) for your use and completion by your Qualified SWPPP Developer (QSD). Within 15 days of contract approval, your QSD must complete and upload the Permit Registration Documents (PRD's) into the state-wide database of construction projects (referred to as the Storm Water Multi-Application Report Tracking System or SMARTS database). The PRD’s include, but is not limited to, the Notice of Intent (NOI), a risk assessment, post-construction calculations, a site map, a SWPPP, a signed certificate and the first annual permit fee. Coordinate payment of the annual permit fee with the City.

A current QSD, for the State of California, must develop the SWPPP and submit the SWPPP and PRD's into SMARTS.

Before any construction operations can begin, the project must have a Waste Discharge Identification Number (WDID) issued by the State.

You are responsible for the implementation of the SWPPP during construction. You must have a current Qualified SWPPP Practitioner (QSP) implement the conditions of the SWPPP for the project.

Replace the 3rd paragraph of section 13-3.01C(2)(a) with:

Allow 10 working days for the Department to review. The Engineer will provide comments and notify you if revisions are required. Resubmit a revised SWPPP within 5 days of receiving the Engineer's comments.

The Department's review resumes when a complete SWPPP has be resubmitted.

Add between the 4th and 5th 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. the SWPPP is approved by the Engineer

2. a waste discharge ID number (WDID) is issued

3. SWPPP review requirements have been fulfilled

4. Three (3) bound signed copies of the SWPPP has been delivered to the Engineer 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
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
14 ENVIRONMENTAL STEWARDSHIP
Replace the 1st paragraph of section 14-7.03 with:

If unanticipated paleontological resources including human remains are discovered at the job site, do not disturb the resources and immediately:

1. Stop all work within a 50-foot radius of the discovery

2. Secure the area

3. Notify the Engineer
Add to section 14-8.01:

Noise level requirements apply to all equipment used on the project including, but not limited to, trucks, transit mixers or transient equipment that you might not own. The use of loud signals must be avoided in favor of light warnings except those required by safety laws for the protection of personnel.

Noise control must conform to the Roseville Municipal Code, Chapter 9.24 " Noise Regulations" which can be viewed at the City of Roseville City Clerk's Office.

Replace the 2nd paragraph of section 14-8.02 with:

Noise from job site activities must not exceed 86 dBA Lmax at 50 feet from the job site from 7 a.m. to 4 p.m., Monday through Friday, and 9 a.m. to 6 p.m. on Saturday, Sunday and holidays with approval.

Add to section 14-8.02:

Construction equipment must be properly maintained per manufacturer’s specifications and fitted with the best available noise suppression devices (i.e. mufflers, silencers, wraps, etc). Shroud or shield all impact tools, and muffle or shield all intake and exhaust ports on power equipment.

Construction equipment must not be idled for extended periods of time in the vicinity of noise sensitive receptors.

Locate fixed and/or stationary equipment as far as possible from noise sensitive receptors (e.g., generators, compressors, rock crushers, cement mixers).

In order to minimize noise levels, you must use sound attenuation panels around generators and pumps as required.

Add to section 14-11.01:

Prepare a site-specific Health and Safety Plan for the construction process, consistent with general industry standards and Occupational Safety and Health Administration (OSHA) requirements, which would address risks to construction personnel and public safety, such that the health and safety risks would be mitigated to an acceptable level.

Notify the Roseville Fire Department if evidence of soil or groundwater contamination is encountered.

Add to section 14-11.02:

If delay of work in the area delays the current controlling operation, you will be compensated for the delay in conformance with the provisions in section 8-1.07.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
15 EXISTING FACILITIES
Add to section 15-1.03B:

Section 15-1.03B includes specifications for removing concrete curb, curb and gutter, sidewalk, curb ramp, and pedestrian ramps. Additionally, follow Section 73-10 for the removal of curbs and sidewalks.

Delete the 7th paragraph of section 15-1.03B
Add to the end of section 15-1.03C:

At least 2 business days before hauling the light pole to the salvaged material stockpile location, notify the Engineer and inform the Roseville Electric at telephone no. (916) 746-1662.

The stockpile location is:
2080 Hilltop Circle
Roseville, CA 95747
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION III EARTHWORK AND LANDSCAPE
17 GENERAL
Replace the section 17-2.04 with:

All tree removal and root ball removal is considered clearing and grubbing and is included in the payment for "Clearing and Grubbing".
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
19 EARTHWORK
Add to the end of section 19-2.04:

Payment for swale excavation is included in the payment for Roadway Excavation.

Add between the 8th and 9th paragraphs of section 19-2.03G:

Roughen embankment slopes to receive erosion control materials by either track-walking or rolling with a sheepsfoot roller. Track-walk slopes by running track-mounted equipment perpendicular to the slope contours.

Add to the end of section 19-3.01A:

Structure backfill includes constructing the geocomposite drain system. The systems must comply with section 68-7.

Add to section 19-3.02C:

Structure backfill must comply with the quality characteristics shown in the following table:

Quality characteristic Test method Requirement
Plasticity index (max) California Test 204 20
Resistance (R-value, min) California Test 301 35
Chlorides (ppm) California Test 422 < 500
Sulfates (ppm) California Test 417 < 1,500
pH California Test 643 5.5-10
Add to section 19-6.03D:

Settlement periods and surcharges are required for bridge approach embankments as shown in the following table:

Bridge name or
number
Abutment
number
Bent number Surcharge
height (feet)
Settlement
period (days)
Roseville Pkwy
Overhead, Br.

No. 19C0281
Abutment 1 and
4 0.0 30
Replace Section 19-7.02A with:

Import soil for new general embankment fill should meet the following criteria: contain no visual concentration of organics, debris, or deleterious materials; have a maximum particle size of 3-inches with at least 50% passing the No. 4 Sieve and at least 15% passing the No. 200 sieve; Expansion Index (EI) < 50; and Sand Equivalent (SE) > 20.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
20 LANDSCAPE
Add to section 20-1.01A:

Landscape work must comply with provisions in the latest version of City of Roseville's Parks Construction Standards and Supplement.

Notify the Engineer not less than 72 hours prior to requiring initial access to the existing irrigation controllers. When the Engineer determines that access to the controllers is required at other times, arrangements will be made to provide this access.

Add to section 20-1.01C:

Submit a cost break-down for the contract lump sum items of planting and irrigation system. Cost break-down tables must be submitted to the Engineer for approval within 10 working days after the contract has been approved. Cost break-down tables will be approved, in writing, by the Engineer before any partial payment will be made for the applicable items of planting and irrigation system involved.

Cost break-downs must be completed and furnished in the format shown in the samples of the cost break-downs included in this section. Line item descriptions of work shown in the samples are the minimum to be submitted. You may designate additional line item descriptions of work. If you designate additional line item descriptions of work, the quantity, value and amount for those line items must be completed in the same manner as for the unit descriptions shown in the samples. The line items and quantities given in the samples are to show the manner of preparing the cost break-downs.

Determine the quantities required to complete the work shown on the plans. The quantities and their values must be included in the cost break-downs submitted to the Engineer for approval. You are responsible for the accuracy of the quantities and values used in the cost break-downs submitted for approval.

The sum of the amounts for the line items of work listed in each cost break-down table for planting and for irrigation system work must be equal to the contract lump sum price bid for Planting and Irrigation System, respectively. Overhead and profit must be included in each individual line item of work listed in a cost break-down table.

No adjustment in compensation will be made in the contract lump sum prices paid for planting and irrigation system due to differences between the quantities shown in the cost break-downs you submit and the quantities required to complete the work as shown on the plans and as specified in these special provisions.

Individual line item values in the approved cost break-down tables will be used to determine partial payments during the progress of the work and as the basis for calculating an adjustment in compensation for the contract lump sum items of planting and irrigation system due to changes in line items of work ordered by the Engineer. When the total of ordered changes to line items of work increases or decreases the lump sum price bid for Planting and Irrigation System by more than 25 percent, the adjustment in compensation for the applicable lump sum item will be determined in the same manner specified for increases and decreases in the total pay quantity of an item of work in Section 4-1.05.

PLANTING COST BREAK-DOWN (SAMPLE)

UNIT DESCRIPTION UNIT

APPROXIMATE

QUANTITY VALUE AMOUNT
Trees, 15 gal EA
Shrubs and Groundcover, 5 Gal. EA
Shrubs and Groundcover, 1 Gal. and 2 Gal. EA
Root Barrier LF
Mulch CY
Plant Establishment MO
TOTAL ____________________

IRRIGATION SYSTEM COST BREAK-DOWN (SAMPLE)

UNIT DESCRIPTION UNIT

APPROXIMATE

QUANTITY VALUE AMOUNT
Point of Connection A
LS
Backflow Preventer
EA
Controller
EA
Master Valve
EA
Flow Sensor
EA
Mainline
LF
Sleeve
LF
Gate Valve
EA
Quick Coupling Valve
EA
Remote Control Valve
EA
Root Watering System (bubblers)
EA
Sprinkler Irrigation System
SF
Connect to Existing Irrigation Facilities
LS
TOTAL ____________________

Add to section 20-1.01D(1):

Do not apply pesticides before approval from the Engineer.

Delete edits to section 20-1.01D(2) in the RSS and replace the 1st paragraph of section 20-1.01D(2) with:

The Engineer performs a progress inspection at:

1. During pressure testing of the pipelines on the supply side of control valves.

2. Before planting begins and after completion of the work specified for planting in Section 20-3.02C(2).

3. Before plant establishment work begins and after completion of the work specified for planting in Section 20-3.

4. At intervals of one month during the plant establishment period.

Add to section 20-1.02C:

Pesticide used must be limited to the following materials:

1. Aminopyralid

2. Diquat

3. Dithiopyr

4. Clopyralid MEA

5. Fluazifop-P-Butyl

6. Flumioxazin

7. Glyphosate

8. Imazapyr

9. Isoxaben (Preemergent)

10. Oryzalin (Preemergent)

11. Oxyfluorfen (Non-odor type)

12. Pendimethalin (Preemergent)

13. Prodiamine (Preemergent)

14. Sethoxydim

15. Melfluidide (Growth regulator)
Add to section 20-1.03B:

Granular preemergent shall be limited to the following material:

1. Oxadiazon
A minimum of 100 days must elapse between applications of preemergents.

Granular preemergent must be applied prior to the application of mulch. Mulch applications must be completed in these areas on the same working day.

Glyphosate must be used to kill stolon type weeds.

Replace item 1 in the list in the 1st paragraph of section 20-1.03C(1) with:

1. Removing existing plants including trees as shown to be removed Add to section 20-2.01A(4)(d):

Tests must demonstrate to the Engineer, through one complete cycle of the irrigation controllers in the automatic mode, that the associated automatic components of the irrigation systems operate properly. If automatic components of the irrigation systems fail a functional test, these components must be repaired at your expense and the testing repeated until satisfactory operation is obtained.

Associated automatic components must include, but not be limited to, remote control valve actuator systems and remote control valves.

Upon completion of work on an irrigation system, including correction of deficiencies and satisfactory functional tests for the systems involved, the plants to be planted in the area watered by the irrigation system may be planted provided the planting areas have been prepared as specified in these special provisions.

Replace section 20-2.01A(4)(e) with:

A final check of existing and new irrigation facilities must be performed not more than 40 working days and not less than 30 working days prior to acceptance of the contract.

The length of watering cycles using potable water measured by water meters for the final check of irrigation facilities will be determined by the Engineer.

Remote control valves connected to existing and new irrigation controllers must be checked for automatic performance when the controllers are in automatic mode.

Unsatisfactory performance of irrigation facilities installed or modified must be repaired and rechecked at your expense until satisfactory performance is obtained, as determined by the Engineer.

Repair or replacement of existing irrigation facilities due to unsatisfactory performance must conform to section 20-10.02.

Nothing in this section will relieve you the responsibility for making good or repairing defective work or materials found before the formal written acceptance of the entire contract by the Director.

Payment for final irrigation system check is included in the payment for plant establishment work.

Replace the section 20-2.01B(7) with:

Valve boxes must be precast concrete within paved areas and reinforced plastic in all other areas.

Covers for concrete valve boxes shall be concrete.

Covers for plastic valve boxes must be glass fiber reinforced plastic.

Concrete Valve boxes must be identified on the top surface of the covers by stenciling with paint the appropriate abbreviations for the irrigation facilities contained in the valve boxes as shown. Valve boxes that contain remote control valves must be identified by the appropriate letters and numbers (controller and station numbers). The letters and numbers must be 2 inches in height. The stenciling paint must be a commercial quality, epoxy resin base paint of a color which contrasts with the valve box covers.

Valve boxes must be identified on the top surface of the covers by branding the appropriate abbreviations for the irrigation facilities contained in the valve boxes as shown. Valve boxes that contain remote control valves must be identified by the appropriate letters and numbers (controller and station numbers). The letters and numbers must be 2 inches in height.

Add to section 20-2.04A(1):

Low voltage, as used in this section mean 36 V or less.

Allowance for new irrigation control wires and trenching must comply with the plans shown.

Add to section 20-2.04B:

You may use conductors that are not armor-clad if installed in a conduit.

Low voltage control and neutral conductors in pull boxes and valve boxes, at irrigation controller terminals, and at splices must be marked with adhesive cloth wrap-around markers.

Low voltage control and neutral conductors in pull boxes and valve boxes, at irrigation controller terminals, and at splices must be marked as follows:

1. Conductor terminations and splices must be marked with adhesive backed paper markers or adhesive cloth wrap-around markers, with clear, heat-shrinkable sleeves sealed over the markers.

2. Non-spliced conductors in pull boxes and valve boxes shall be marked with clip-on, "C" shaped, white extruded polyvinyl chloride sleeves. Marker sleeves shall have black, indented legends of uniform depth with transparent overlays over the legends and "chevron" cuts for alignment of 2 or more sleeves
Markers for the control conductors must be identified with the appropriate number or letter designations of irrigation controllers and station numbers. Markers for neutral conductors must be identified with the appropriate number or letter designations of the irrigation controllers.

New control and neutral conductors that are to replace existing control and neutral conductors must be the same size and color as the existing control and neutral conductors being connected to.

The color of low voltage neutral and control conductor insulation, except for the striped portions, must be homogeneous throughout the entire thickness of the insulation.

Insulation for conductors may be UL listed polyethylene conforming to UL44 test standards with a minimum insulation thickness of 41 mils for wire sizes 10AWG and smaller.

Replace the section 20-2.10B(2) with:

Ball valves must be per City Standards.

Ball valves must be of the same size as the pipeline which the valves serve, unless otherwise noted on the plans.

Replace the 8th paragraph of section 20-2.08B(5) with:

Fittings for irrigation sleeve must be schedule 40.

Add to section 20-2.08C(1)
Sleeves must extend 6 inches beyond paving. The ends of the sleeve must be capped until use.

Add to section 20-3.01A(3)(c):

Submit certificate stating quantity, type, and composition, weight and origin for all amendments and chemicals must be delivered to the City’s Representative before the material is used on the site.

Add to section 20-3.01A(4):

Request at least two working days in advance the following reviews prior to progressing with the work:

1. Completion of rough grading

2. Verification of amendment incorporation depths

3. Finish grade
Provide one-quart sample of proposed amendment to Sunland Analytical Lab Inc. (916)852-8557, for their testing for conformance to this specification. Do not deliver materials to the site until the City’s Representative approves the samples. You are responsible for the testing costs.

Add to section 20-3.01B(3):

Organic Amendment must be nitrogen-treated fir bark conforming to:

1. Physical Properties: 95% - 100% passing, sieve size 6.35 mm (1/4 inch), 80%-100% passing, sieve size 2.38mm (No. 8, 8 mesh), and 0%-30% passing, sieve size 500 micron (no. 35, 32 mesh).

2. Chemical Properties: Nitrogen Content (dry weight basis), 0.4%-0.6% iron content, minimum 0.08% dilute acid soluble Fe on dry weight basis, soluble salts, maximum 3.5 millimhos/centime @ 25 degree C. as determined by saturation extract method; ash – 6.0%.

Add to section 20-3.01B(4)(a):

Fertilizer must be determined from soils analysis results. For purposes of bidding only, assume the use of 6-20-20 commercial fertilizer, 20-10-5 planting tablets by Agriform International Chemicals, Inc., and iron sulfate.

Add to section 20-3.01C(1):

Organic amendment and fertilizer incorporation: Materials determined from the soils test must be uniformly distributed throughout all irrigated planting areas and incorporated to a homogeneously blended soil depth of six inches. Assume per 1000 square feet:
6 cubic yards nitrogen stabilized organic
amendment
30 pounds commercial fertilizer (6-20-20)
10 pounds iron sulfate
Apply iron sulfate cautiously, and avoid contact with concrete, since permanent staining may result. Any such stained concrete must be replaced at your expense.

Plant pits must have their sides and bottoms loosened or otherwise broken to prevent glazed or compacted surfaces, and must be as shown on the planting detail.

Only un-amended soil must be used beneath the root ball; cultivate bottom of plant pit to improve porosity. Backfill around sides of root ball must be the amended soil taken from adjacent prepared areas.

Spread material excavated from plant pits onto adjacent areas as replacement. If additional back fill be necessary, a mixture of one-third organic amendment/fertilizer mix and two-thirds topsoil may be used.

All container plants shall receive plant tablets as follows:

One-gallon and Twogallon plants Two 21-gram tablets
Five-gallon plants Five 21-gram tablets
Fifteen-gallon plants Twelve 21-gram tablets
Space the tablets evenly around the root ball halfway up backfill touching side of root ball. City’s Representative may require excavation of up to 5 percent of all plants selected at random for conformance review.

Finish grade all irrigated planting areas unless otherwise noted, and remove all rocks and clods over one cubic inch to a depth of one inch below finish grade. All areas must be smooth and uniformly graded.

Repair all erosion damage during the construction period.

Unless otherwise noted, all soil finish grades must be one inch below finish grade of walks, pavements, and curbs.

Add to section 20-3.02A:

Request the following reviews prior to progressing with the work:

1. Plant material approval

2. Plant layout

3. Finish grade

4. Substantial completion

5. Final completion
Replace Not Used in section 20-3.02B with:

Plant botanical names must conform to “Standardized Plant Names”, second edition, and secondly, “A Checklist of Woody Ornamental Plants of California”, Manual 32, University of California. All plants of each clone, species, and cultivar must be delivered to the site labeled with their full botanical names.

Every plant species must be labeled with no less than one label for every ten plants of a species.

Minimum quality of all plant material must conform to prevailing published specifications of the California Association of Nurserymen and the American Association of Nurserymen’s American Standard for Nursery Stock unless otherwise indicated. Additional specifications must be indicated on the drawings.

The quantities shown on the plant list and in labels are for the City’s Representative’s use and are not to be construed as the complete and accurate limits of the contract. Furnish and install all plants shown schematically on the drawings. Any unlabeled plants must be considered as the smaller size shown for that type on the drawings.

All container-grown stock must be grown in its container for at least six months prior to its planting.

Inspect all root systems on plant materials. Inspection must include, but not be limited to, checking for rootbound stock, encircling roots at the perimeter of the container, girdling roots at the top surface of the root ball, and other defective root conditions. Such inspections must include the complete removal of soil from one percent of plant material containers, or at least one plant from each nursery and each plant type. Cut defective or potentially defective girdling, rootbound, and encircling roots and spread the root system into the surrounding backfill. Any plant material, within one year following the final acceptance of the project, determined by the City’s Representative to be defective, restricted, declining or otherwise deficient due to abnormal root growth, must be replaced to the equal condition of adjacent plants at the time of replacement. Reject plants with excessively defective root systems.

All trees must have straight trunks of uniform taper, larger at the bottom. Trunks must be free of damaged bark, with all minor abrasions and cuts showing healing tissue. Sucker basal growth and sucker lateral growth must be removed and treated to eliminate re-sprouting. Normal lower side branching must remain.

Reject trees unable to stand upright without support.

Foliage roots and stems of all plants must be of vigorous health and normal habit of growth for its species. All plants must be free of all diseases, insect stages, burns, or disfiguring characteristics.

All plant material, within two years following the final acceptance of the project, determined by the City’s Representative to be untrue to the species, clone, and/or variety specified, must be replaced, to the equal condition of adjacent plants at the time of replacement.

Before planting operations commence all or a representative sampling of plant material will be reviewed at the site by the City’s Representative. Remove defective plants installed without such review from the site upon request by the City’s Representative and substitute acceptable plant in its place.

Add to section 20-3.02C(1):

Only those plants to be planted in any single day must be laid out. Locations of all plants must be reviewed prior to planting. Plants installed without this review will be transplanted as directed by the City’s Representative.

Maintain all plant material in a healthy growing condition prior to and during planting operations. You are responsible for vandalism, theft and damage to plant material until the commencement of the maintenance period.

Do not perform pruning without the specific approval of the City’s Representative. Plants pruned without approval must be replaced, if required.

Construct basins as necessary to water plants. Remove basins from all plants under a permanent irrigation system prior to final inspection and finish grade the planting area. Basins for plants to be handwatered must remain in place. Basin bottoms must drain to berm away from plant stem.

All trees must be staked as drawn with stakes driven securely into existing soil aligned with the trunk and perpendicular to the direction of the prevailing winds. A minimum of two figure-eight wire and rubber tree ties required per stake.

Remove all trash, excess soil and other debris after completion of all operations. All walks and pavement must be swept and washed clean, leaving the entire area in a neat, orderly condition.

Add to the end of 4th paragraph of section 20-3.02C(3)(d)(ii):

Provide the Engineer with a copy of the instructions before applying the stimulant.

Replace 1st and 2nd paragraphs of section 20-3.02D with:

Payment for soil amendment and fertilizer is included in the payment for various types of plant involved.

Replace section 20-4 with:
20-4.01 GENERAL
20-4.01A Summary
Section 20-4 includes specifications for performing plant establishment work. The plant establishment period must not be less than 90 calendar days commencing from date of substantial completion.

Substantial completion is deemed as the time all major plantings, including groundcover, are installed, and when all other work is satisfactorily completed (with the exception of minor items to be completed as noted upon a checklist compiled by the City’s Representative). Maintenance period will not commence until work is deemed substantially complete by the City’s Representative. 20-4.01B Definition
Not Used
20-4.01C Submittals
20-4.01C(1) General
Collect two (2) one-quart samples in the container planting areas of the in-place topsoil 20 days after completion of planting and submit to Sunland Analytical, (916)852-8557, for maintenance period fertilizer recommendation, Test results must be made available to the City’s Representative. Sample must be a representative composite taken from several planting areas. You are responsible for the soil test.

Submit watering schedule for use during the plant establishment period within 10 days after the start of the plant establishment period.
20-4.01D Quality Assurance
Request a final review of the project at least five (5) days in advance of the proposed date. Failure to request this notice will automatically extend the date of completion. The maintenance period will continue until project is deemed complete.
20-4.02 MATERIALS
Not Used
20-4.03 CONSTRUCTION
20-4.03A General
Not Used
20-4.03B Fertilizing
Apply commercial fertilizer to trees, shrubs, vines and ground cover per recommendations of the Soil Nutrition Analysis. For bidding purposes only assume initial application to be four (4) weeks after planting and subsequent applications to be at 45 day intervals.
20-4.03C Weed Control
Keep all planting areas weed-free at all times during the maintenance period. All pest and disease control will be your responsibility. Keep all planting areas at optimum moisture for plant growth. Settlement of soil and plants and soil erosion will be repaired, and areas replanted as required. Replace dying or deficient plants as soon as they become apparent.

Control weeds within plant basins, including basin walls and ground cover, by hand pulling. Weeds within mulched and ground cover areas and outside of plant basins must be controlled by killing.

When ordered by the Engineer, one application of a preemergent pesticide conforming to section 20-

1.02C, must be applied between 40 working days and 50 working days prior to completion of the plant establishment period. This work will be paid for as extra work as provided in Section 4-1.05 20-4.03D Replacement Plants
At your option, plants of a larger container size than those originally specified may be used for replacement plants during the plant establishment period. 20-4.03E Watering
Water the plants utilizing the City’s central irrigation control system, where applicable. 20-4.04 PAYMENT
Not Used
Add to section 20-5.02A:

Header shall be furnished and installed as shown on the plans per City standards.

Replace section 20-5.06 with:
20-5.06 DECOMPOSED GRANITE PAVEMENT
Section 20-5.06 includes specifications for installing decomposed granite pavement. Decomposed granite pavement must be furnished and installed as shown on the plans and in conformance with the current version of The City of Roseville Parks and Recreation Department Technical Specifications, Section 321540 Decomposed Granite Paving.

Add to section 20-10.02A(1):

Maintain existing irrigation facilities throughout the life of the contract. Before the start of maintaining existing irrigation facilities work, the facilities must be checked for proper operation, and repaired in conformance. Document the condition of existing irrigation facilities. Repair work ordered by the Engineer will be paid for as extra work per section 4-1.05.

Add to the end of 5th paragraph of section 20-10.02C(3):

During winter season, irrigation systems must be operated automatically a minimum of 2 minutes every 2 weeks.

Add to section 20-10.02C(4):

Existing irrigation valves, where shown on the plans to be removed, must be salvaged.

Notify the Engineer in writing if you intend to salvage existing irrigation facilities a minimum of 72 hours prior to salvaging these facilities. Salvaged irrigation facilities must remain the property of the City and must be delivered to City's Representative.

Add to section 20-10.03A(1):

Maintain existing planted areas throughout the life of the contract.

Water existing plants per section 20-4.03G.

Delete the first paragraph of section 20-10.03C(4)
Add to the end of the 2nd paragraph of section 20-10.03C(4):

The work must include:

1. Weeds must be killed before the weeds reach the seed stage of growth or exceed 6 inches in length

2. Weeds must be removed from existing planted areas. Weeds must be killed prior to removal. Weed removal in ground cover areas shall extend beyond the outer limits of ground cover areas to the adjacent edges of paving, fences and proposed plants and planting areas, and a 6-foot diameter area centered at each existing tree and shrub outside of existing ground cover areas.

3. When a portion of a new automatic irrigation system is completed, the existing plants to be watered by that portion of the irrigation system shall be watered automatically.

4. Pesticides for maintaining existing planted areas must conform to section 20-1.02C. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
21 EROSION CONTROL
Add to section 21-2.04:

The lump sum price for all permanent erosion control measures is included in the payment for "Erosion Control".

Replace section 21-2.01A:

Section 21-2 includes specifications for applying permanent erosion control measures to the soil surface, removing and disposing of weeds. The erosion control materials include seed, fiber, commercial fertilizer, straw, and tackifier to the area shown.

If notified by the Engineer that an area is ready to receive erosion control materials, start erosion control (hydroseed) work within 5 business days of the Engineer's notification to perform the work.

Replace section 21-2.01D(3) with:

Seed not required to be labeled under the California Food and Agricultural Code must be tested for purity and germination by a seed laboratory certified by the Association of Official Seed Analysts or by a seed technologist certified by the Society of Commercial Seed Technologists. Measure and mix individual seed species in the presence of the Engineer.

Add to section 21-2.02C:
21-2.02C(4) Native Topsoil
Provide a one-quart sample of native topsoil to Sunland Analytical (916)852-8557, for testing for conformance to this specification. No material will be modified until the City’s Representative approves the material. You are responsible for all testing costs. Allow for sufficient time for such testing prior to construction. You are responsible for testing costs for the initial samples and costs for any additional sample due to non-compliance,
Placement of native topsoil must comply with section 20-1.03D.

After planting areas have been excavated, they must be ripped to a depth of seven inches. Next, a threeinch layer of topsoil must be uniformly distributed over these areas and thoroughly incorporated into the top six inches of subsoil by ripping, scraping, or tilling to mix the subsoil with the topsoil into a homogeneous mixture. The remaining layer of topsoil will then be uniformly distributed in the planting areas and compacted in place to 85 percent compaction. The total depth of topsoil to be placed must be as required to achieve the finish grades shown on the plans.

Spread topsoil to a uniform thickness.

Add to section 21-2.02F:

Deliver seed to the job site in unopened separate containers with the seed tag attached. Containers without a seed tag attached are not accepted. The Engineer takes a sample of approximately one ounce or 0.25 cup of seed for each seed lot greater than 2 pounds.

Seed must comply with the following:

Seed
Botanical Name
(Common Name)
Percent Germination
(Minimum)
Pounds Pure Live Seed Per Acre
(Slope Measurement)
Blando Brome 65 12 lbs/acre
Rose Clover 65 9 lbs/acre
Zorro Annual Fescue 65 6 lbs/acre
Rose Cover 65 9 lbs/acre
At the time of seed sampling, provide the Engineer a glassine lined bag and custody seal tag for each seed lot sample.

Add to section 21-2.02G:

Commercial fertilizer must have a guaranteed chemical analysis within 2 percent of 6-7 percent nitrogen, 2-3 percent phosphoric acid and 3-4 percent water soluble potash.

Add to section 21-2.03A:

Apply erosion control (hydroseed) materials in separate applications in the following sequence:

1. Apply the following mixture with hydroseeding equipment at the rates indicated within 60 minutes after the seed has been added to the mixture:

Material Pounds Per Acre
(Slope Measurement)
Seed 26
Fiber 1200
Commercial Fertilizer 360

2. Apply straw at the rate of 2 tons per acre based on slope measurements. Incorporation of straw will not be required. Distribute straw evenly without clumping or piling.

3. Apply the following mixture with hydroseeding equipment at the corresponding rates:

Material Pounds Per Acre
(Slope Measurement)
Fiber 500
Tackifier 150
The ratio of total water to total Tackifier in the mixture must be as recommended by the manufacturer. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION IV SUBBASES AND BASES
27 CEMENT TREATED BASES
Add to section 27-1.01A:

This work shall consist of furnishing cement and water, and mixing existing roadbase, cement and water, and spreading and compacting the mixture, all as specified in these specifications and the special provisions.

The portland cement content of cement treated base shall be such that the cement treated base has a unconfined compressive strength of 300 psi. The cement treated base must be cured and reach this strength within 24 hours.

During this work the Contractor shall control the work such that it does not result in visible dust or cement particulate migration.

If existing manholes and other utility structures cannot be lowered underneath the bottom of the cement treated base section the Contractor shall avoid the utility structure with the pulverizing machinery, expose the utility structure and place the required thickness of cement treated base around the utility structure.

The Engineer may order an increase or decrease in the specified portland cement content. If an increase or decrease is ordered, the compensation payable to the Contractor for cement treated base will be increased or decreased in conformance with the provisions in Section 27-1.13, "Payment." Before RCC or PCC processing begins, the area to be paved shall be graded and shaped to the lines and grades as shown in the Plans or as directed by the Engineer. During this process any unsuitable soil or material shall be removed and replaced with acceptable material. Unsuitable soil includes, but is not limited to wet/soft soils, organic soils and soils with high plasticity. The subgrade shall be free of standing water, debris, deleterious materials and any loose materials.

Cement stabilization should conform to the requirements of Section 301-3.4 of the Current Edition of the Standard Specifications for Public Works Construction.

The subgrade/subbase shall be uniformly compacted to a minimum of 95% of the maximum dry density in accordance with ASTM D 1557. The Contractor shall check for any soft or yielding subgrade/subbase areas by proof rolling with a loaded dump truck or pneumatic-tire roller over the entire area to be paved.

All soft or yielding subgrade/subbase areas shall be corrected and made stable before RCC construction begins.

Add to section 27-1.02:

Portland cement shall be Type II Modified in conformance with the provisions in Section 90-2.01, "Cement." Mineral admixtures shall not be substituted for portland cement.

Water shall conform to the provisions in Section 90-2.03, "Water." Add to section 27-1.03:
27-103A General
Cement shall be deposited and mixed in accordance with the following:

Mixing
Road-mixed cement treated base shall be mixed on the roadbed.

If the Contractor elects to use the road-mixed method, the road-mixing machine shall be capable of uniformly distributing the cement and water in order to meet the cement content requirements.

The Portland cement content of the CTB must be ____ present by weight of the dry aggregate. The cement shall be uniformly spread by mechanical equipment in the amount necessary to meet the cement content requirements. When cross-shaft mixers are used, the cement shall be spread uniformly over the entire surface of the roadbed. Cement shall not be spread on the roadbed more than 2 hours ahead of the road-mixing operation.

The road-mixing machine shall have provisions for introducing water at the time of mixing, through a metering device or by other approved methods. The water shall be applied by means of controls that will supply the correct quantity of water to produce a completed mixture with a uniform moisture content.

Leakage of water from equipment, or application of excessive amounts of water, shall be corrected before proceeding further.

The moisture content of the completed mixture, as determined by California Test 226, shall be at least optimum moisture content less one percentage point immediately prior to initial compaction. The optimum moisture content will be determined by California Test 312.

When the material is to be spread and compacted in 2 or more layers, material for each layer shall be mixed separately.

The resulting mixture shall be uniform and more than one pass of the mixer through the material may be required. If equipment is used that requires more than one pass of the mixer, at least one pass shall be made before any water is added to the material.

The cement content of the completed mixture of cement treated base, after it has been spread on the subgrade and prior to initial compaction, shall not vary above or below the specified cement content (or ordered cement content) by more than 0.6-percent of the weight of the dry aggregate when sampled and tested in conformance with the requirements in California Test 338.

The length of treated sections shall be regulated to permit completion within the time requirements provided in Section 27-1.08, "Operation Time Requirement."
Compacting
Compacting equipment shall produce the required compaction within the operation time limit specified in Section 27-1.08, "Operation Time Requirement."
Compaction shall follow immediately after the spreading operation, and shall consist of at least one complete coverage of the treated material.

When the finished surface after initial compaction is outside the tolerance specified hereinafter, high spots shall be trimmed off to within the specified tolerance. Filling of low areas by drifting or hauling of trimmed material is prohibited. Following trimming, trimmed areas shall receive one complete coverage and have such additional compaction performed that the entire layer of cement treated base conforms to the compaction requirements hereinafter specified. Final compaction shall be accomplished in such a manner that no loose material remains on the surface and tear marks are eliminated.

When cement treated base is spread and compacted in more than one layer, each lower layer shall be compacted to the required degree of compaction before placing the next layer. Only such trimming will be required as is necessary to meet the requirements for layer thickness contained in Section 27-1.06, "Spreading Treated Mixture."
The relative compaction of cement treated base shall be not less than 95 percent. The compaction shall be determined by California Test 312 or 231 for Class A cement treated base. Each layer of cement treated base may be tested for compaction, or all layers may be tested together, at the option of the Engineer.

When all layers are tested together, the Contractor will not be relieved of the responsibility to achieve the required compaction in each layer placed.

The finished surface of cement treated base shall be uniform and shall not deviate at any point more than

0.03-foot from the bottom of a 12-foot straightedge laid in any direction.

The surface of the finished cement treated base at any point shall not vary more than 0.05-foot above or below the grade established by the Engineer, except that when concrete pavement is to be placed on cement treated base, the surface of the cement treated base at any point shall not extend above the grade established by the Engineer.

Areas of the finished cement treated base which are lower than 0.05-foot below the grade established by the Engineer shall be removed and replaced with cement treated base which complies with requirements of these specifications, or if permitted by the Engineer, shall be filled as hereinafter specified.

The surface shall be kept moist at all times until the curing seal is applied.

Operation Time Requirement
Not more than 2 hours shall elapse between the time water is added to the cement, and the time of completion of initial compaction prior to trimming. Not more than 2.5 hours shall elapse between the time water is added to the cement and the time of completion of final compaction after trimming.

Construction Joints
At the end of each day's work and when cement treated base operations are delayed or stopped for more than 2 hours, a construction joint shall be made in thoroughly compacted material, normal to the centerline of the roadbed, with a vertical face. Additional mixture shall not be placed until the construction joint has been approved by the Engineer.

Where cement treated base has been finally compacted more than one hour, longitudinal joints shall be constructed by cutting vertically into the existing edge for approximately 3 inches. The material cut away may be disposed of as specified for excess material in Section 27-1.07, "Compacting." The face of the cut joints shall be moistened in advance of placing the adjacent base.

Curing
Curing compound shall be applied vertically from above the base. Application shall not be allowed from the side of the base. During this work the Contractor shall control the work such that it does not result in visible water or curing compound particulate migration. Reapply curing compound to disturbed areas A membrane forming curing compound conforming to ASTM C 309 Type ID Class B shall be applied at a rate of 150 sf / gallon no later than one hour after completion of finishing operations on the surface. This application must ensure a uniform continuous (free of uncured areas) membrane across the entire base. If the application rate is found to be insufficient, the Contractor, with approval of the Engineer, can increase the application rate to a level which achieves a void-free surface without ponding. In case the minimum rate of application is specified otherwise by manufacturer’s recommendations, the highest application rate shall govern. The surface shall be kept moist until the curing compound is applied.

Damage to the curing seal or cement treated base shall be promptly repaired by the Contractor at the Contractor's expense, as directed by the Engineer.

The cement treated base must be cured and ready for pavement or traffic loading within 24 hours.

All loose material shall be removed from the cement treated base surface before placing paving over the cement treated base.

MICROCRACKING
The cement treated base shall be microcracked using several passes of a vibratory roller, as directed by the Engineer within 30 to 72 hours of the completion of compaction and prior to placing pavement over the cement treated base.

Measurement
The quantity of cement treated base to be paid for will be measured by the square yard.

Payment
The items of work, measured as specified in Section 27-1.12, "Measurement," will be paid for at the contract prices per square yard for cement treated base of each type and class indicated in the Engineer's Estimate.

No adjustment of compensation will be made for variations in the cost of any work resulting from any change in the quantity of portland cement required to meet the provisions in Section 27-1.01, “Description”.

The above prices and payments shall include full compensation for furnishing all labor, materials (including cement in the amount specified), tools, equipment, and incidentals, and for doing all the work involved in constructing cement treated base, including work around utility structures, complete in place, as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

The items of work, measured as specified in Section 27-1.12, "Measurement," will be paid for at the contract prices per square yard for cement treated base of each type and class indicated in the Engineer's Estimate.

No adjustment of compensation will be made for variations in the cost of any work resulting from any change in the quantity of portland cement required to meet the provisions in Section 27-1.01, “Description”.

The above prices and payments shall include full compensation for furnishing all labor, materials (including cement in the amount specified), tools, equipment, and incidentals, and for doing all the work involved in constructing cement treated base, including work around utility structures, complete in place, as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION V SURFACINGS AND PAVEMENTS
39 ASPHALT CONCRETE
Add to section 39-2.01A:

Asphalt concrete pavement shall be Hot Mix Asphalt (Type A) and conform to the applicable provisions in Section 71, “Streets” of the City of Roseville’s Construction Standards and Section 39 of the State Standard Specifications.

In addition to the requirements specified in this section of the State Standard Specifications, the following shall apply: The cost for grading and compaction of existing aggregate base material, where shown on the plans, profiles, and cross sections, shall be included within the price paid for placement of Hot Mix Asphalt (Type A).

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

The grade of asphalt binder for Type A HMA must be Type PG-64-10 or Type PG 64-16. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
40 CONCRETE PAVEMENT
Insert at the end of section 40-1.01C(1):

Submit PCC production procedures, description of batching or batching and mixing plant used, and also PCC delivery methods. List of all equipment proposed for the use to perform the placement of PCC including paving equipment and compaction equipment.

The paver and mixing equipment used must match that listed on the submittal, unless a substitution is made, which meets these specifications and is approved by the Engineer.

Submit outline of procedures for calibrating the mixing plant, if a mobile plant is used, and monitoring materials during construction shall also be submitted.

Submit Complete paving procedures including, but not limited to, line and grade control, direction of paving operations, paving widths, jointing plan for planned longitudinal and transverse construction joints, and curing method. Jointing must include:

1. Spacing between joints shall not exceed 15 feet unless approved by City.

2. Larger horizontal dimension of each slab panel shall not exceed 150 percent of smaller horizontal dimension, unless approved by the City.

3. Contraction joint depth shall be 1/3 pavement thickness.

4. Concrete pavement joints need to mesh with the traffic control plan and final pavement delineation.

Joints shall be either coincidental with or bifurcate the final traffic lane lines.

Submit certification of chemical admixtures and curing compound.

Submit a contingency plan, including but not limited to backup paving equipment and backup batching facility.

Submit operating procedures for corrective action(s) necessary to assure a tight, smooth surface on the PCC pavement, free of tears larger than 1/4” width and 1/4" depth and other surface imperfections, including surface pitting.

Replace section 40-1.01C(4) with:

The Contractor shall provide a concrete mix design to the City at least 10 working days prior to the start of work on the project for review and approval. The mix design must be approved prior to commencement of work.

The PCC pavement mix design shall indicate the following:

1. Mix design shall include proportions including all material weights, volumes, density (unit weight), water-cement ratio, and void content. The mix design shall specify an average compressive or flexural strength that meets or exceeds the acceptance criteria for the specified strength.

2. For streets and parking lot pavement the minimum allowable average strength of the concrete per ASTM C 78, or California Test Method 523, is 550 psi at 28 days age. The average must be calculated using at least three replicate specimens.

3. Rapid set concrete pavement shall be tested per California Test Method 524, and sampled per California Test Method 539. The rapid strength concrete must not have an opening modulus of rupture of not less than 400 psi and a 3-day modulus of rupture of not less than 500 psi.

4. A correlation curve between flexural strength and compressive strength using the same mix design.

5. Certification that the mix design will meet the requirements for strength, schedule, and road opening.

Replace first paragraph in section 40-1.01D(8)(c)(i) with:

The City accepts concrete pavement based on compliance with the requirements shown in the following tables:

Delete Pavement Smoothness Row in section 40-1.01D(8)(c)(i).

Insert at the end of section 40-1.01D(8)(c)(i).

Concrete Pavement Roughness Acceptance Criteria
Roadway Classification Localized Roughness (International Roughness Index)
Mean Roughness Index (per

0.1 mile section)
Alley-way ≤ 190 in/mi ≤ 95 in/mi
Minor Residential ≤ 190 in/mi ≤ 90 in/mi
Primary Residential ≤ 190 in/mi ≤ 90 in/mi
Collector
Non-Residential Collector
≤ 160 in/mi ≤ 75 in/mi
Industrial ≤ 190 in/mi ≤ 90 in/mi
Minor Arterial ≤ 160 in/mi ≤ 75 in/mi
Major Arterial ≤ 160 in/mi ≤ 75 in/mi
Insert section 40-3:
40-3 Portland Cement Concrete Pavement
40-3.01 GENERAL
40-3.01A Summary
The work to be completed under this contract includes the furnishing of all labor, materials and equipment necessary for construction of Portland Cement Concrete (PCC) Pavement for streets, parking areas, and other municipal pavements.
40-3.01B Submittals
Product Data: For each concrete material, aggregate, admixture, curing compound, and accessory.

Construction Details: Project-specific plans and details, including placement of joints in paving, locations of utilities within paving limits, and joints between paving and adjacent work or existing facilities. Particular joint details for intersections also shall be included in the construction details. Maximum joint spacing shall be stated on the plans for all concrete construction shown on the plans. If these details are not furnished by the agency, the contractor is to furnish construction details of concrete joints and end of work details for approval by the Agency’s Engineer.

Mix Design: mix design meeting the project requirement to be submitted.

Materials must meet the requirements listed in Section 2.1 and must have a certificate of compliance when delivered to the construction site.
40-3.01C Definitions
Raveling: Progressive disintegration of the concrete pavement surface resulting in dislodged aggregate.

Sympathy Cracking: Cracking that occurs in new or plastic concrete slabs from the termini of longitudinal or transverse joints or cracks in adjacent slabs.

Plastic Shrinkage Cracks: Cracks caused by the loss of water from the surface of concrete before it has set.
40-3.01D Quality Assurance
40-3.01D(1) Pre-Paving Meeting
The Contractor must schedule a pre-paving meeting prior to the submission of the Quality Control Plan to discuss:
• Quality Control Plan
• Methods of performing each item of work
• Testing frequencies
• Work schedule
• Traffic Control Plan
• Progress payments
Attendees of the pre-paving meeting to include:
• Contractor's Project superintendent
• Concrete paving foreman
• Foremen responsible for earthwork and pavement base
• Representatives from subcontractors for adjacent and related work • Engineer of Record
• City Project Manager
• Testing Laboratory
• Testing staff
40-3.01D(2) Quality Control Plan
If the pavement is at least 2,000 cubic yards, provide a QC Manager and QC plan including certified testers or certified laboratory. Engineer shall set up a pre-pavement meeting The QC plan must describe the organization and procedures used to:

1. Control the production process

2. Determine whether a change to the production process is needed

3. Implement a change
The QC plan must include action and suspension limits and the details of the corrective action to be taken if any process is outside of those limits. The suspension limits must not exceed the specified acceptance criteria.

The QC plan must address the elements affecting concrete pavement quality, including:
• Quality management organization chart
• Qualifications of the general contractor and subcontractors in producing concrete for pavement and constructing concrete pavements
• Qualifications of the independent testing firm
• Control of materials
• Control of PCC Pavement
• Design and preconstruction evaluation of the production PCC mix • Storage of materials for PCC
• Production of PCC
• Delivery of PCC
• Line and grade control
• Control of subbase prior to PCC placement
• Paving operations
• Post-pavement inspection
• Corrective actions
40-3.01D(3) Test Strip
Construct a 150-foot long test strip prior to starting construction. Construct the test section using the proposed mixture design, the staff that will be completing the work, and the materials and equipment that are listed in the pavement construction plan and approved by the Engineer. If the pavement placement requires more than one pass of the paver, construct the test section a minimum of two paver widths wide.

If the pavement placement requires more than one lift, construct the test section to the required number of lifts. If the pavement placement requires more than one day of paving or longitudinal cold joints, construct the test section over two days and begin paving from a longitudinal cold joint on the second day. Place the test section in a location approved by the City. The test strip may be incorporated into the final project pending acceptance by the City.

The City shall evaluate the following criteria from the test section:
• Adequacy of the production method and equipment to meet productivity requirements and produce uniform PCC pavement.
• Maximum density directly behind the paver prior to compaction. • Suitability of the proposed lift thickness.
• Sequence of primary/secondary roller passes (with and without vibration). • Maximum density following roller compaction.
• Texture and surface finish acceptability.
• Integrity of both fresh and cold joints (vertical and horizontal). • Compressive strength of PCC based on molded cylinders and extracted cores tested at 3-days, 7- days, and 28-days.
• Procedures for troweling and finishing PCC surface to meet specification • Process for applying curing compound at appropriate rate and coverage • Process for installing saw cuts in pavement
Construction (Cold) Joint Edges. The Contractor shall establish the maximum angle for edges to be used in joint faces of construction (cold) joints.

If the test strip does not meet acceptance requirements, the Contractor shall remove and reconstruct a new test strip with corrected procedures at no additional cost to the City. The contractor will be required to provide new test strips, for which no additional compensation will be allowed, until an acceptable, reproducible test section is achieved.
40-3.01D(4) Pavement Smoothness
The City accepts pavement surfaces for smoothness based on compliance with the smoothness specifications for the type of pavement surface and roadway classification specified.

For areas that require pavement smoothness determined using a 12-foot straightedge, the pavement surface must not vary from the lower edge of the straightedge by more than:
• 0.01 foot when the straightedge is laid parallel with the centerline • 0.02 foot when the straightedge is laid perpendicular to the centerline and extends from edge to edge of a traffic lane
• 0.02 foot when the straightedge is laid within 24 feet of a pavement conform The Engineer may order you to recalibrate your inertial profiler equipment and reprofile. If your results are inaccurate due to operator error, the Engineer may disqualify your inertial profiler operator.

The smoothness criteria are shown in the4 following table:

Concrete Smoothness Requirements
Roadway Classification Localized Roughness (International Roughness Index)
Mean Roughness Index (per

0.1 mile section)
Alley-way ≤ 190 in/mi ≤ 95 in/mi
Minor Residential ≤ 190 in/mi ≤ 90 in/mi
Primary Residential ≤ 190 in/mi ≤ 90 in/mi
Collector
Non-Residential Collector
≤ 160 in/mi ≤ 75 in/mi
Industrial ≤ 190 in/mi ≤ 90 in/mi
Minor Arterial ≤ 160 in/mi ≤ 75 in/mi
Major Arterial ≤ 160 in/mi ≤ 75 in/mi
40-3.02 MATERIALS
40-3.02A General
Proposed concrete mixture proportions including all material weights, volumes, density (unit weight), water-cement ratio, and void content. The mix design shall specify an average compressive or flexural strength that meets or exceeds the acceptance criteria for the specified strength.

1. For streets and parking lot pavement the minimum allowable average strength of the concrete per ASTM C 78, or California Test Method 523, is 550 psi at 28 days age. The average must be calculated using at least three replicate specimens.

2. Rapid strength concrete shall be used for high early strength where specifically required by the Special Provisions or shown on the plans rapid set concrete pavement shall be tested per California Test Method 524, and sampled per California Test Method 539. The rapid strength concrete must not have an opening modulus of rupture of less than 400 psi and a 3-day modulus of rupture of not less than 500 psi.

3. For streets and parking lot pavement, develop and provide a correlation curve between flexural strength and compressive strength using the same mix design, if a compressive strength is not already provided on the plans or these specifications.
40-3.02B Cement
Portland cement Type II, Type III, or V conforming to ASTM C150 or portland cement Type IP, IL, or IS conforming to ASTM C595.
40-3.02C Supplementary Cementitious Materials:

1. Fly Ash: ASTM C618 / AASHTO M 295, Class F.

2. Ground Granulated Blast-Furnace Slag (GGBFS): ASTM C989 / AASHTO M 302, Grade 100 or 120.

3. Metakaolin: AASHTO M 295, Class N.

4. Raw or calcined natural pozzolans: AASHTO M 295, Class N.

5. Silica Fume: ASTM C1240 / AASHTO M 307.

Percentages of SCMs allowed in concrete:

In accordance with the American Concrete Institute, the following general ranges are given based on the percentage of the ingredients by the total weight of cementitious material used in the batch for concrete:

1. Class F Fly Ash: 15% - 35%. (ACI 232.2R)

2. Slag Cement (GGBFS): 25% - 70%. (ACI 233R)

3. Metakaolin: 5% - 15%. (ACI 232.1R)

4. Natural Pozzolans: 5% - 15%. (ACI 232.1R)

5. Silica Fume: 5% - 12%. (ACI 234R)
40-3.02D Chemical Admixtures:

Complying with ASTM C494.

1. Hydration Stabilizers: As required to extend working time.

2. Super-Absorbent Polymers (SAP): Allows for increased water-cement ratio to aid in workability and curing while eliminating need for water reducers and viscosity modifiers.

3. Air Entraining Admixtures: ASTM C260.
40-3.02E Aggregates:

Per ASTM C33.
40-3.02F Alkali-Silica Reaction (ASR)
Per ASTM C1778-16
Identify the type of work and the aggregate. If the submitted aggregate source is not on the Caltrans approved source list, then fly ash, slag cement, or silica fume must be incorporated into the mix at the percentages shown in the table below.

Concrete Pavements for Streets Non-Reactive Aggregate Reactive Aggregate Fly Ash type F 0% 25%
Slag Cement 0% 50%
Silica Fume 0% 1.8 x LBA*
*
LBA: The alkali (Na2Oe) content of the concrete contributed by the portland cement and expressed in units of lb/yd3(LBA)
40-3.02G Reinforcing Materials:

Reinforcing materials are not required per the current plans. However, the Contractor may elect to use macro-fibers, tie bars, dowel bars, or plate dowels at select locations (i.e. construction joints) or other locations which must be approved by the Engineer:

1. Macro-fibers: Per manufacturer’s recommendations.

2. Reinforcing bars and wire mesh:
a. Distributed rebar/mid-panel reinforcement is not necessary when pavement is jointed to form short panel lengths. The use of distributed steel reinforcement will not add to the load-carrying capacity of the pavement and should not be used in anticipation of poor construction practices or soil conditions.
b. Continuously reinforced concrete pavements (CRCP) is not covered in this document.

3. Tie bars shall be deformed steel bars conforming to ASTM A615, ASTM A616, or ASTM A617.

4. Dowels:
a. Dowel bars: Complying with ASTM A615, ASTM A616, or ASTM A617. b. Plate dowels: Per manufacturer’s recommendations, at the direction of the Agency’s Engineer.
40-3.02H Water
Per ASTM C1602.
40-3.02I Isolation or Expansion Joint Material
Complying with ASTM D994, D1751, D1752, or D8139
40-3.02J Joint Sealer:

Per ASTM D6690. Not required on this project
40-3.02K Air Entrainment:

As per ACI 318, ASTM C 33 Number 57. Not required on this project 40-3.02L Cellulose Nano Fibers or Crystals:

Per Oregon State University Jason Weiss’ instructions. Not required on this project 40-3.02M Forms:

1. Forms shall be of steel or wood capable of resisting deformation during edge compaction and to maintain grade. Wood forms shall have a minimum nominal thickness of 2-inches.

2. Forms shall be clean and free of debris, rust, and hardened concrete.

3. Forms shall be treated with a bond breaker prior to use.

4. Forms shall be free from warp.
40-3.02N JOINT MATERIAL
Pre-molded joint filler or bituminous-type joint material used for isolation and/or expansion joints shall be shown on the plans and approved by the Engineer.
40-3.02O CURING MATERIALS
Non-pigmented curing compound must comply with ASTM C309, Type 1, Class B per Caltrans 2018 Standard Specifications, Section 64-3.02 H, and Curing Compound. 40-3.02P CONSTRUCTION EQUIPMENT
Concrete pavement shall be spread, screeded, shaped, slip formed, and/or consolidated by one or more self-propelled machines. These machines shall perform in a manner so that the completed pavement will conform to the required cross section with a minimum amount of handwork. Consolidate the concrete with internal vibrators or other authorized method.

Self-propelled slip form paving machines shall be vibratory, and shall be calibrated per the equipment manufacturer.

1. Each vibrator must have a vibration rate from 5,000 to 8,000 cycles per minute. The amplitude of vibration must cause perceptible concrete surface movement at least 1 foot from the vibrating element. Use a calibrated tachometer to measure the frequency of vibration.

2. Use a smaller, maximum size of aggregate with an extruded or slip form machine if it is required to produce concrete (1) free from surface pits larger than 3/16 inch in diameter and (2) with welldefined web marks of water on the surface. 40-3.03 CONSTRUCTION
40-3.03A General
Prior to PCC pavement placement, the surface of the subgrade/subbase shall be clean and free of foreign material, ponded water and frost prior to the placement of the PCC pavement mixture. The subgrade/subbase must be uniformly moist at the time of PCC placement. If sprinkling of water is required to remoisten certain areas, the method of sprinkling shall not be such that it forms mud or pools of freestanding water. Prior to placement of PCC, the subgrade/subbase shall be checked for proper density and soft or yielding areas and these areas shall be corrected per these specifications.

If segregation occurs in the PCC during paving, operations shall cease until the cause is determined and corrected.

PCC placement shall be done in a pattern so that the curing water from the previous placements will not pose a runoff problem on the fresh RCC surface or on the subbase layer.

The Contractor shall fill the core holes with Portland cement concrete as directed by the Engineer.

Concrete shall meet the requirements of Section 25, “Portland Cement Concrete Pavement” of the Standard Construction Specifications. Core holes are to be filled to be flush with surrounding pavement surface.

Thickness requirement testing shall occur after the required, if any, diamond grinding of the PCC pavement.

Removal of temporary traffic stripes shall not result in difference in pavement surface difference. If difference is visible to City Inspector, the Contractor shall street the surface to remove the difference. 40-3.03B Sample Custody and Testing
Sampling will be performed under the direction of the Agency’s Engineer by a qualified tester. The tester must be certified for the test methods.

1. Use an ACI-certified concrete laboratory technician, Grade I, to perform field qualification tests and calculations or field tests. The tester may also be a Caltrans certified tester for California Test Method 523 and 524.

Samples will be submitted to the laboratory by the Agency’s Engineer or their representative at the end of each work day, and concrete samples will be cured for the prescribed period of time prior to a 7-day, 14- day, and 28-day test to meet minimum compressive strength requirements for concrete pavement.

1. Use a laboratory that complies with ASTM C1077 to determine the mix proportions for concrete pavement. The laboratory must have a current accreditation for: AASHTO T 97 or ASTM C782.

ASTM C192/C192M
Field samples for compressive strength testing must comply with ASTM C31 standards.

The approved certified laboratory shall perform testing.

Dispute samples shall be stored/cured at the approved laboratory or at the agency’s facility. 40-3.03C Closeout Submittals
Test Results: Baseline strength test results.

Operation and Maintenance Data (optional):

1. Maintenance logs recording service performed between acceptance of pavement and Project completion.
40-3.03D Field Conditions
40-3.03D(1) Weather Limitations:

Do not place concrete pavement when the ambient temperature is below 45°F, or is expected to fall below 32°F within 48 hours of placement, unless otherwise permitted in writing by the Agency’s Engineer.

Do not place concrete pavement when the ambient temperature is above 95°F unless otherwise permitted in writing by the Agency’s Engineer.

Do not place concrete pavement when the wind, heat or humidity do not allow enough time to place, properly joint, compact, edge, finish and cure before the surface dries. 40-3.03D(2) Protection of Existing Conditions:

Protect adjacent work and existing surfaces to remain.

Protect adjacent vegetation
40-3.03E Subgrade Preparation
Remove and replace or condition soft or yielding basement material to a depth of 6 inches below the subgrade elevation for curbs, gutter depressions, island paving, and driveways and 3 inches below the subgrade elevation for sidewalks and curb ramps. Backfill the subgrade with earth, sand, or gravel to produce a stable foundation.

Apply water to the subgrade and thoroughly compact it before placing concrete.

Prepare subgrade to required grade and cross section. Verify that the finished surface of the subgrade does not project into the concrete cross section by:

1. Using a template supported on the side forms for the fixed form method

2. Measuring from the offset guide line or survey marks for the extruded or slip form method Verify base elevation to ensure required thickness of concrete pavement. The base material must meet

0.02 foot tolerance of the grades shown on the plans.

Verify that base extends at least two inches beyond the outside edge of the concrete pavement.

Any changes of thicknesses must be approved by the Agency’s Engineer. 40-3.03F Formwork
Setting Formwork:

1. Set, align, and brace forms so that hardened pavement meets specified tolerances for finished grade, top of pavement.

2. Install forms to allow continuous progress of work.

3. Assemble formwork to permit stripping and dismantling without damage to concrete.

Vertical face of previously placed concrete may be used as a form. Ensure that previously placed pavement is protected from damage.

Formwork must be inspected by the Agency’s Engineer prior to placing concrete. Top of forms must meet tolerances for grade.

1. Forms must be free from warp.

2. Forms must be secured by steel stakes placed at regular intervals. 40-3.03G Reinforcement Placement
Dowels Bar or Plate Dowels:

1. Dowels or other load-transfer units of an approved type shall be placed across joints in the manner as shown on the plans. They shall be of the dimensions and spacing as shown on the Plans and constructed to manufacturer’s recommendations and accepted in the field by the Engineer.

2. The Contractor shall submit the proposed method of using wire basket supports including shop drawings with proposed method of anchoring the baskets for acceptance by the Engineer prior to placement. The proposed method of establishing the assembly locations on the subgrade shall be submitted for acceptance as well.

Tie Bars: in compliance with Caltrans Standard Specifications Section 40. 40-3.03H Placement
Inspect formwork for compliance with requirements.

Remove loose and extraneous material from the surface to receive concrete.

Sub-Base/Subgrade Preparation: Prior to placement of concrete pavement, moisten sub-base aggregate or subgrade to provide a uniform dampened condition at the time concrete is placed, without standing or flowing water.

Placement: Concrete shall be placed to the lines and grades as shown on the plans accounting for finishing and grinding operations.

1. Place consecutive concrete loads within 30 minutes of each other. Construct a transverse construction joint if the concrete placement is interrupted by more than 30 minutes. The transverse construction joint must be at the same longitudinal location as the contraction joint in the adjacent lane location(s), or you must remove the concrete pavement to the preceding transverse joint.

2. Place the concrete pavement in full-lane widths separated by construction joints or monolithically with contraction joints.

3. Do not re-temper concrete.

4. No water is to be added to the concrete between mixing at the plant and placement, unless approved by the Engineer.

Concrete Pavement Transition Panel: For concrete pavement placed in a transition panel, texture the surface with a drag strip of burlap, broom, or spring tine device that produces scoring in the finished surface. Scoring must be either parallel or transverse to the centerline in a method approved by the Engineer.

Limitations on Mixing and Placing: Concrete shall not be mixed, placed, or finished when the natural light is insufficient, unless an adequate and approved artificial lighting system is operated. Concrete pavement shall be placed at times that ensure sawing is completed at the appropriate time necessary to eliminate unintended cracking.
40-3.03I Finish
The surface of the pavement shall be finished with a broom, burlap drag, artificial turf finish, tine, or diamond grind as shown on the Plans or specified in the Special Provisions. The use of steel trowels or floats for finishing operations is not allowed for air-entrained concrete in freeze/thaw environments.

Contractor shall take measures to make sure bleed water is not finished into the concrete surface.

1. Brush or Broom Finish. If the pavement surface texture is to be a type of brush or broom finish, it shall be applied when the water sheen has practically disappeared. The equipment shall operate transversely across the pavement surface, providing corrugations that are uniform in appearance and approximately 1/16 of an inch in depth. It is important that the texturing equipment not tear or unduly roughen the pavement surface during the operation. Any imperfections resulting from the texturing operation shall be corrected.

2. Burlap Drag Finish. If a burlap drag is used to texture the pavement surface, it shall be at least 15 ounces per square yard. To obtain a textured surface, the transverse threads of the burlap shall be removed approximately 1 foot from the trailing edge. A heavy building of grout on the burlap threads produces the desired wide sweeping longitudinal striations of the pavement surface. The corrugations shall be uniform in appearance and approximately 1/16 of an inch in depth.

3. Artificial Turf Finish. If artificial turf is used to texture the surface, texture shall be achieved by dragging the surface of the pavement in the direction of concrete placement with an approved full-width drag made with artificial turf. The leading transverse edge of the artificial turf drag will be securely fastened to a lightweight pole on a traveling bridge. At least 2 feet of the artificial turf shall be in contact with the concrete surface during dragging operations. A variety of different types of artificial turf are available and approval of any one type will be done only after it has been demonstrated by the Contractor to provide a satisfactory texture. The corrugations shall be uniform in appearance and approximately 1/16 of an inch in depth.

4. Tining. If tining is used to texture the surface, use a spring-steel tining device that produces grooves parallel with the centerline. Construct longitudinal grooves with a self-propelled machine designed specifically for grooving and texturing pavement. The machine must have tracks to maintain constant speed, provide traction, and maintain accurate tracking along the pavement surface. The machine must have a single row of rectangular spring steel tines. The tines must be from 3/32 to 1/8 inch wide, spaced on 3/4-inch centers, and have enough length, thickness, and resilience to form grooves approximately 3/16 inch deep. The machine must apply a constant downward pressure on the surface of the pavement during texturing. The operation must not cause raveling. Construct grooves over the entire pavement width in a single pass except do not construct grooves 3 inches from the pavement edges and longitudinal joints.

Diamond Grind. If diamond grinding is used as the final surface finish; Contractor shall submit a plan and schedule for achieving final diamond grind surface finish and smoothness and receive prior approval by the Agency’s Engineer as required per the contract Plans or Special Provisions. 40-3.03J Weather Limitations
Do not place PCC pavement when the ambient temperature is below 45°F, or is expected to fall below 32°F within 48 hours of placement, unless otherwise permitted in writing by the City.

Do not place PCC pavement when the ambient temperature is above 95°F unless otherwise permitted in writing by the City.

If you plan to place PCC pavement in the above conditions, submit a plan to the City outlining procedures and methods for curing and weather protection.

Do not place PCC pavement when the wind, heat or humidity do not allow enough time to place, properly joint, compact, edge, finish and cure before the surface dries. 40-3.03K Construction Equipment
PCC pavement shall be placed with approved paver or other equipment.

Concrete pavement shall be spread, screeded, shaped, slip formed, and/or consolidated by one or more self-propelled machines. These machines shall perform in a manner so that the completed pavement will conform to the required cross section with a minimum amount of handwork. Consolidate the concrete with internal vibrators or other authorized method.

The equipment shall operate in a manner that will prevent segregation and produce a smooth continuous surface without tearing, pulling or shoving. The spread of the PCC shall be limited to a length that can be placed and finished within the appropriate time limit under the prevailing air temperature, wind, and climatic conditions.

The equipment shall proceed in a steady, continuous manner. Equipment speed during placement operations shall not exceed the speed necessary to ensure that minimum density requirements are met and surface distress is minimized.
40-3.03L Construction Phasing
The Contractor to construct two lanes of Roseville Parkway, adjacent to the existing Roseville Parkway, and the private driveway into L&B Construction.

Rapid Set Concrete (RSC) Pavement to be used for driveway conform in accordance to details in furnishing and placing cast-in-place concrete pavement found elsewhere in these Specifications.

The Contractor shall submit the following to the Engineer at least 20 working days before the start of production and construction of the two lanes of Roseville Parkway and the private driveway to L&B Construction.

1. Traffic control plan to maintain access to the private business' during construction.

2. Public notification letter.

The letter must describe the work to be performed and state the location, dates, and times. Deliver the letter to businesses affected by pavement work not less than 14 days before starting pavement activities. Post the letter at the job site.
40-3.03M Joints
Joints shall be installed at locations and to depths shown on the Plans or Contractor submitted construction details and approved by Agency’s Engineer.

1. Spacing between contraction joints shall not exceed 15 feet unless approved by Agency’s Engineer.

2. Larger horizontal dimension of each slab panel shall not exceed 150 percent of smaller horizontal dimension, unless shown on the plans or approved by the Agency’s Engineer.

3. Contraction joint depth shall be a minimum of 25 percent of pavement thickness.

4. Concrete pavement joints need to mesh with the traffic control plan and final pavement delineation for joints to be either coincidental with or split the middle of the final traffic lane lines to extent feasible.

Prior to placement of the PCC pavement, joint locations shall be marked by the contractor in the field to insure cold joints will align with the jointing plan. Following PCC placement, and before sawcutting the joints, the jointing plan shall be marked on the PCC by the contractor with a temporary marking material to demonstrate to the engineer that the sawcuts are being placed per the plan.

New joints in plastic concrete or recently hardened concrete shall align with joints in older concreteto extent feasible. Joints abutting curbs and other fixed concrete shall be installed within 10 degrees of perpendicular to the older concrete, to extent feasible. If not feasible, efforts shall be made to ensure a sympathy crack does not form in the new plastic concrete at these locations.

If joints are to be sealed they shall be clean and dry before joints are sealed. The Contractor shall not place joint sealant or fillers prior to 72-hours after the joint was sawcut. The Contractor shall remove all loose debris from the joints immediately prior to placing joint sealant or filler.

Expansion Joints shall be placed at intersections of concrete pavement streets. 40-3.03M(1) PCC Pavement Joints at Structures
The joints between PCC pavement and concrete structures shall be treated as isolation vertical joints. 40-3.03M(2) Control Joints
Control joints shall be constructed in the PCC pavement to induce cracking at pre-selected locations. Early entry saws shall be utilized as soon as possible behind the rolling operation and set to manufacturer’s recommendations. Saw crack control joints to the interval specified on the plans. The depth of the crack control joints shall be equal to 1/3 of the thickness of PCC pavement. The width of the crack control joints shall be 1/8” maximum. Extend all crack control joints the entire width of paving. When sawing crack control joints, begin as soon as the PCC cuts without excessive raveling along the saw cut and finish before conditions induce uncontrolled cracking, regardless of the time or weather. Control joints shall be sprayed with curing compound immediately.
40-3.03M(3) Isolation Joints
Line the perimeter of fixed structures such as manholes, valves, trench drains, and with strips of fiberboard or other approved isolation joint material, as noted in the plan details, prior to paving. Joint filler for isolation joints must be preformed expansion joint filler for concrete (bituminous type) in compliance with ASTM D 994.

Use when abutting fixed structures. Place isolation material before concrete is placed and to a minimum depth of the pavement section. Before placing concrete at isolation joints, saw cut the existing concrete face (where applicable) to make a clean, flat, vertical surface and secure the joint filler. 40-3.03M(4) Expansion Joints
Install expansion joints to the details, dimensions and locations shown on the jointing plan Include width, filler, sealing material, location and/or spacing recommendations in the expansion joint plan, considering thermal effects, regional climatic conditions, PCC coefficient of thermal expansion and expected daily temperature ranges at the time of placement.

Use when end of day construction creates a vertical transverse construction joint. 40-3.03M(5) Construction Joints
Construction joints must be vertical

1. Transverse construction joints: Install whenever placing is suspended for 30 minutes or whenever concrete is no longer workable.

2. Before placing fresh concrete against hardened concrete, existing concrete pavement, or structures, apply curing compound to the vertical surface and allow it to dry.

3. At joints between concrete pavement and asphalt concrete pavement, apply a tack coat between the two pavements.

4. Use a metal or wooden bulkhead to form transverse construction joints. If dowels are described, the bulkhead must allow dowel installation.

5. Tool joints in plastic concrete immediately after concrete is compacted.

6. Saw cut joints may be placed after concrete has hardened sufficiently to prevent extensive dislodging of aggregate, but before cracking occurs (including plastic shrinkage cracks that may not be immediately discoverable).

7. If an insert material is used, the installation and edge finish shall be according to the manufacturer’s instructions, or as shown on the plans.
40-3.03N Curing
40-3.03N(1) General
Immediately after finishing use an approved curing method.

Water cure or curing compound shall be applied vertically from above the pavement. Application shall not be allowed from the side of the pavement.

During this work the Contractor shall control the work such that it does not result in visible water or curing compound particulate migration. Reapply curing compound to sawcuts and disturbed areas.

The surface of the freshly placed PCC shall be kept damp by water-fog or misting until curing takes place. Curing compound shall be applied immediately after the final finishing operation and must follow the Manufacturer’s guidelines for both timing and dosage. The PCC shall not be left exposed for more than 30 minutes during the curing period before a curing compound is applied. Cure the concrete pavement exposed area using the waterproof membrane method or curing compound method with Caltrans approved curing compounds. If side forms are removed within 72 hours of the start of curing, then the pavement edges must also have curing compound applied, or be kept moist. Curing compound is to be sprayed on vertical free edges left exposed overnight and curing compound is to be re-applied at joint sawing locations following sawing operations.

Apply curing compound with mechanical sprayers. Application shall provide complete and uniform coverage without streaks or blotchiness. Reapply curing compound to saw cuts and disturbed areas. 40-3.03N(2) Curing Compound
A clear with sacrificial red dye membrane forming curing compound conforming to ASTM C 309 Type ID Class B shall be applied at a rate of 150 sf / gallon no later than one hour after completion of finishing operations on the surface and edges of RCC. This application must ensure a uniform continuous (free of uncured areas) membrane across the entire RCC pavement. If the application rate is found to be insufficient, the Contractor, with approval of the Engineer, can increase the application rate to a level which achieves a void-free surface without ponding. In case the minimum rate of application is specified otherwise by manufacturer’s recommendations, the highest application rate shall govern. After the first coat dries, apply a second coat per the above specifications.
40-3.03N(3) Sheet Materials
Curing paper, plastic and other sheet materials for curing RCC shall conform to ASTM C 171. The coverings shall be held securely in place and weighted to maintain a close contact with the RCC surface throughout the entire curing period. The edges of adjoining sheets shall be overlapped and held in place with sand bags, planking, pressure adhesive tape, or other City-approved method. Sheet material shall be provided and kept readily available to cover pavement less than 12 hours old if rainfall occurs. 40-3.03O Smoothness
If using a straightedge to measure smoothness, the surface must be within 0.02 foot of the straightedge’s lower edge. As an alternative, the inertial profiler could be used.

Smoothness is often expected to fall out of compliance when matching existing infrastructure, meeting nonuniform grades, or promoting necessary drainage. 40-3.03P Thickness
Core pavement as directed by the Engineer for verifying thickness, unless Engineer approves alternative method for verifying thickness.

The average concrete pavement thickness must not be deficient by more than 0.02 foot with no individual thickness deficient by more than 0.05 foot.
40-3.03Q PROTECTION
Maintain the concrete pavement temperature above freezing temperatures until the concrete strength is sufficient to resist damage by freezing.

Protect pavement surface from abrasion, discoloration, debris, and sediments.

Clean and repair pavement that has been damaged, soiled, discolored, or contaminated.

Construct crossings for traffic convenience. Rapid-set concrete may be used for crossings if authorized by the Agency’s Engineer with an approved mix design.
40-3.03R REPAIR, REMOVAL, AND REPLACEMENT
Correcting Noncompliant Pavement Work: Per 2018 Caltrans Standard Specification Section 40.

Correcting full-depth and partial-depth cracks: Per 2018 Caltrans Standard Specification Section 40.

Damaged pavement may be either repaired, or removed and replaced at the discretion of the Agency’s Engineer at the Contractor’s cost.
40-3.03S OPENING TO TRAFFIC
Traffic may be allowed on the concrete pavement once the concrete has attained 3,500 psi compressive strength. The Contractor may request early traffic opening for residential light-duty vehicles when the concrete has attained a compressive strength of 2,500 psi with approval by the Agency’s Engineer. This early opening must not damage the concrete pavement.
40-3.03T SUPERVISION
In addition to the Standard Specifications, and requirements of these Special Provisions, the following will apply:

As part of the bid package and prior to Project award, you must have under contract, either a consultant or subcontractor that will provide a PCC Superintendent for the project and provide documentation of such agreement. The PCC Superintendent will be present at the job site during all items relating to Concrete Pavement. Additionally, you will submit, as part of the bid package, the PCC Superintendent’s resume. At a minimum, the PCC Superintendent’s resume will include the following:
• PCC Superintendent must have experience with the equipment required of the work including all proposed production and placement equipment.
• PCC Superintendent must have a minimum of 5 years PCC Pavement experience. • PCC Superintendent must have completed at least 3 PCC pavement projects with a minimum of 2,000 CY each using the required equipment.
• Three (3) PCC project references, including photographs that are representative of the projects, must be included.
• You or PCC Superintendent must have completed at least 5 public roadway projects that included asphalt, PCC, RCC and/or RSC paving. Project references are required including photographs that are representative of the projects.

As part of their duties, the PCC Superintendent will be required to perform the following items:
• PCC Superintendent must submit and conduct a City approved pre-construction PCC training program agenda and trainer for the paving crew, and City staff involved with the PCC portion of the project. The training must be repeated if the contractor or paving crew staff changes, or approved by the Engineer.
• PCC Superintendent must oversee the prime contractor and subcontractor perform at least one (1) PCC paving test section, prior to paving. This can be inclusive of the test sections required elsewhere in the this section.

The Engineer has sole discretion to approve or reject the PCC Superintendent. If the proposed PCC superintendent is rejected, you have three (3) business days to submit another PCC Superintendent for consideration by the Engineer.
40-3.04 Payment
The placement of the concrete pavement shall be paid for at the contract unit price per cubic yard for “Portland Cement Concrete Pavement” and shall include costs for all labor, materials and equipment necessary for constructing, finishing, curing, and protection of the concrete pavement. Additional material and work required above and beyond the specified amount will be paid for at the contract unit price. If the additional work is 25 percent greater than the bid amount, this extra work must be approved by a contract change order.

Replace the first paragraph in section 40-4.04 with:

Concrete Pavement shall be either Portland Cement Concrete Pavement as defined in Section 40-3 or Roller Compacted Concrete Pavement as defined in Section 40-5.

The quantity of Concrete pavement to be paid for will be measured by the cubic yard. The volume to be paid for will be calculated on the basis of the dimensions shown on the plans adjusted by the amount of any change ordered by the Engineer. No allowance will be made for concrete pavement placed outside those dimensions unless otherwise ordered by the Engineer.

Full compensation for the pavement test section as required by these specifications shall be considered as included in the contract price paid for other items of work and no additional compensation will be allowed.

The Contract unit price paid per cubic yard for Concrete Pavement shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all Work involved in constructing Roller Compacted Concrete & Roller Compacted Concrete with Admixtures, complete in place, including but not limited to mixing, admixture, hauling, placement, compaction, finishing, curing, sawing concrete, cleaning and sealing concrete joints, furnishing and placing all expansion joints, sawed joints, construction joints, joint sealants, other type required joints, or load bearing devices, test panels, quality control testing, and repair of any damage or deficiencies, as shown on the drawings, as specified in these specifications and as directed by the Engineer. All pavement accepted by the Engineer will be paid at the Contract unit price for this Item, except for lots requiring price adjustments for deficiencies.

The Contract unit price paid per square yard for Trowel and Broom Finish Concrete Pavement shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved in finishing the concrete pavement, complete in place, as shown on the drawings, as specified in these specifications and as directed by the Engineer.

The Engineer adjusts payment for each primary area deficient in average thickness in compliance with the following:

Full compensation for core drilling and backfilling the cores ordered by the Engineer for measuring concrete pavement thickness and determining full-depth cracks is included in the contract price paid per cubic yard for concrete pavement and no additional compensation will be allowed therefor. The Department does not pay for additional concrete pavement thickness measurements requested by the Contractor.

The Department does not pay for the portion of concrete that penetrates treated permeable base.

Full compensation for the quality control plan is included in the contract price paid per cubic yard for concrete pavement and no separate payment will be made therefor.

Full compensation for furnishing and applying asphaltic emulsion on cement treated permeable base is included in the contract price paid per cubic yard for concrete pavement and no separate payment will be made therefor.

Full compensation for repairing joints is included in the contract price paid per cubic yard for concrete pavement and no separate payment will be made therefor.

Full compensation for furnishing, calibrating, and operating profilograph equipment for Profile Index, for submitting profilograms, and for performing corrective work is included in the contract price paid per cubic yard for concrete pavement and no separate payment will be made therefor.

Full compensation for removing and replacing slabs is included in the contract price paid per cubic yard for concrete pavement and no separate payment will be made therefor.

Full compensation for drilling holes and bonding tie bars with chemical adhesive is included in the contract price paid per cubic yard for concrete pavement and no additional compensation will be allowed therefor.

Full compensation for repairing damage caused by operating paving equipment on new concrete pavement is included in the contract price paid per cubic yard for concrete pavement and no separate payment will be made therefor.

The material and work necessary for the construction of crossings for public convenience, and their subsequent removal and disposal, will be paid for at the contract prices for the items of work involved and if there are no contract items for the work involved, payment for concrete pavement crossings will be made by extra work as specified in Section 4-1.03D, "Extra Work." Work involved in maintaining public convenience shall be compensated as specified in section 40-3.15.

Full compensation for performing concrete pavement smoothness tests, furnishing the electronic files to the Engineer, and for performing corrective work is included in the contract price paid per cubic yard for the type of concrete pavement and no additional compensation will be allowed therefor. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
SECTION 42: GROOVE AND GRIND PAVEMENT
Insert in section 42-2.01B:
holiday: an unintentional gap of surface texture on the pavement Insert at the end of section 42-3.01A
Grinding shall be performed at the locations shown on the plans.

Insert at the end of Section 42-3.01D(2):

The ground surface will be tested with a 12-foot ±2-1/2 inches long straightedge laid on the pavement parallel with the centerline with its midpoint at the joint or crack. The surface shall not vary by more than

0.01-foot from the lower edge of the straightedge.

Cross-slope uniformity and positive drainage shall be maintained across the entire traveled way and shoulder. The cross-slope shall be uniform so that when tested with a 12-foot ±2-1/2 inches long straightedge placed perpendicular to the centerline, the ground pavement surface shall not vary more than 1/4 inch from the lower edge of the straightedge.

Replace section 42-3.01D(3) with:

Prior to diamond grinding, the pavement shall be profiled per Section 40-1.03 "Quality Control and Assurance," to ensure the requirement of section 43-4.05F of these special provisions have been met.

The profilograph created shall highlight areas of localized roughness in conformance with section 43-

4.05F. All grinding to bring the pavement into compliance with section 43-4.05F shall be completed prior to the finish diamond grinding as shown on the plans.

After grinding has been completed, the pavement surface shall be profiled to verify smoothness requirements have been met. Two profiles shall be obtained in each lane approximately 3 feet from the lane lines. The average profile index shall be determined by averaging the two profiles in each lane.

Additional grinding shall be performed, where necessary, to bring the ground pavement surface within the Profile Index requirements.

Full compensation for profiling the ground pavement surface with a inertial profilograph or equivalent and any necessary additional grinding to bring the finished surface within the specified tolerances and for furnishing final profilograms to the Engineer shall be considered as included in the contract price paid per square yard for grind existing concrete pavement and no additional compensation will be allowed therefor.

Insert at the end of the third paragraph of section 42-3.03A:

Grinding equipment that causes raveling, aggregate fracturing, or spalling, or that damages the transverse or longitudinal joints shall not be used.

Insert at the end of Section 42-3.03B:

All grinding shall result in a consistent surface finishing with no holidays in the grind pattern.

Insert section 42-3.03D
42-3.03D DISPOSAL OF PORTLAND CEMENT CONCRETE (PCC) PAVEMENT GROOVING AND

GRINDING RESIDUES
Disposal of portland cement concrete (PCC) pavement grooving and grinding residues shall be in conformance with the provisions in Section 42, "Groove and Grind Pavement," of the Standard Specifications and these special provisions.

The Contractor shall include water pollution control measures to address the handling of the grinding pavement residue within the Storm Water Pollution Prevention Plan or Water Pollution Control Program, as specified in "Water Pollution Control" of these special provisions. At a minimum, the roadway shall be swept at the end of each day of grinding operations.

Temporary storage of PCC pavement grooving and grinding residues shall not be allowed within the highway right of way. The Contractor may transport liquid PCC pavement grooving and grinding residues to an offsite drying location if the Engineer provides written approval. The offsite drying location shall be identified and protected in conformance with "Water Pollution Control" of these special provisions.

A Materials Information Handout is not available for disposal of PCC pavement grooving or grinding residues. The Contractor shall dispose of PCC pavement grooving and grinding residues in conformance with the provisions in Section 7-1.13, "Disposal of Material Outside of the Right of Way," of the Standard Specifications. The facilities listed below were permitted by Regional Water Quality Control Board (RWQCB) or other agencies that may accept PCC pavement grinding and grooving residues as of July 1, 2004. If the Contractor is planning to use one of these sites, the Contractor shall determine if the facility has a current permit to accept PCC pavement grooving and grinding residues and if the facility can accept the waste at the time of generation.

Site Name Location Telephone Waste Types / Restrictions Clean Harbors Environmental
Services Buttonwillow
2500 West Lokern
Road
Buttonwillow, CA
(562) 432-5445 Hazardous Solids and
Non-Hazardous Liquids and
Solids
Clean Harbors Environmental
Services San Jose
1021 Berryessa
San Jose, CA
(408) 451-5000 Hazardous and
Non-Hazardous Liquids
Crosby & Overton, Inc. 1610 W. 17th Street
Long Beach, CA
(562) 432-5445 Hazardous and
Non-Hazardous Liquids
D/K Environmental 3650 East 26th Street
Vernon, CA
(323) 268-5056 Hazardous and
Non-Hazardous Liquids and
Solids
DeMenno-Kerdoon 200 N. Alameda Street
Compton, CA
(323) 268-5057
(310) 537-7100
Hazardous and
Non-Hazardous Liquids and
Solids
Filter Recycling Services, Inc. 180 West Monte
Avenue
Rialto, CA
(909) 424-1630 Hazardous and
Non-Hazardous Liquids
K-Pure Water Works 8910 Rochester Ave
Rancho Cucamonga,
CA
(909) 476-2308 Non-Hazardous Liquids
Liquid Waste Management
McKittrick
56533 Highway 58
McKittrick, CA
(559) 386-6104 Non-Hazardous Liquids and
Solids
Onyx Environmental Services
LLC
1704 W. First Street
Azusa, CA
(626) 334-5117 Hazardous and
Non-Hazardous Liquids and
Solids
Phibro-Tech, Inc. 8851 Dice Road
Santa Fe Springs, CA
(562) 698-8036 Hazardous and
Non-Hazardous Liquids and
Solids
Romic Environmental
Technologies Corporation
2081 Bay Road
East Palo Alto, CA
(650) 324-1638 Hazardous and
Non-Hazardous Liquids
Seaport Environmental 700 Seaport Boulevard
Redwood City, CA
(650) 364-8154 Non-Hazardous Liquids
Southwest Treatment
Systems, Inc.
4120 Bandini
Boulevard
Los Angeles, CA
(800) 900-3366 Non-Hazardous Liquids
US Filter Recovery
Services, Inc.
5375 S. Boyle
Avenue
Vernon, CA
(323) 277-1495 Hazardous and
Non-Hazardous Liquids
and Solids
Waste Management Kettleman
City
35251 Old Skyline
Road
Kettleman City, CA
(559) 386-6104 Hazardous and
Non-Hazardous Liquids and
Solids
If the Contractor disposes of PCC pavement grooving and grinding residues at locations not listed above, the disposal shall be in conformance with the provisions in Section 7-1.13, "Disposal of Material Outside the Highway Right of Way," of the Standard Specifications, and the following:

A. If the disposal facility is located within the State of California, the facility must be permitted by the RWQCB or other applicable agency, or the Contractor must obtain written approval from the RWQCB or other applicable agency.

B. If located outside of the State of California, the facility must be permitted by the applicable local, state, or federal agencies, or the Contractor must obtain written approval from the applicable local, state, or federal agencies.

The following shall be delivered to the Engineer at least 5 days before disposal of PCC pavement grooving and grinding residues:

A. The name, address, and telephone number of the disposal facility.

B. If the facility is not listed above:

1. Copy of the facility's RWQCB or other applicable agency permit, or

2. RWQCB's or other applicable agency's approval, or

3. Copy of the applicable agency permit if the final disposal location is located outside of the State of California.

The Contractor shall deliver landfill receipts and weight ticket of disposal of residues from PCC pavement grooving and grinding to the Engineer within 1 business day of disposal.

The Contractor shall make all arrangements and agreements for the disposal at the time of bidding. Costs related to obtaining approval for disposal within the State of California from the RWQCB or other applicable agency, or the applicable agency if the disposal location is located outside of the State of California, shall be borne by the Contractor and no additional payment shall be made therefore. Full compensation for all costs involved in disposing of PCC pavement grooving or grinding residues as specified in this section, including all costs of handling, temporary storage, hauling and disposal fees, shall be considered as included in the price paid for the contract item of work involving PCC pavement grooving or grinding residues and no additional compensation will be allowed therefore.

Replace section 42-3.04 with:

Reserved.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
SECTION 43 ROLLER COMPACTED CONCRETE PAVEMENT
43-1 GENERAL
43-1.01 SCOPE
The scope of work shall consist of furnishing all materials, tools, equipment, and batching, or batching and mixing plant for producing roller compacted concrete (also referred to as RCC); and performing all labor for producing, transporting, forming, placing, compacting, curing, finishing and testing of RCC. The constructed RCC pavement shall conform to lines, grades, thickness, and cross section, as shown on the plans, or otherwise established by these specifications. PCC pavement can also be used in lieu of RCC pavement in various locations upon Engineer’s approval and at no extra cost to the City. 43-1.02 RCC - Description
Roller-compacted concrete shall consist of Portland cement, possibly supplementary cementing materials (for example fly ash or ground granulated blast furnace slag), aggregates, water, and chemical admixtures proportioned to produce the required formability (adequate to the method of consolidation by vibratory rollers) and strength.
43-1.03 Referenced Specifications, Codes, Standards and Geotechnical Reports 43-1.03.1 American Society for Testing and Materials (ASTM)

1. ASTM C31, Practice for Making and Curing Concrete Test Specimens in the Field

2. ASTM C33, Specification for Concrete Aggregates

3. ASTM C39, Test Method for Compressive Strength of Cylindrical Concrete Specimens

4. ASTM C40, Test Method for Organic Impurities in Fine Aggregates for Concrete

5. ASTM C42, Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete

6. ASTM C78, Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)

7. ASTM C88, Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate of Magnesium Sulfate

8. ASTM C94, Specification for Ready-Mixed Concrete

9. ASTM C127 Test Method for Specific Gravity Absorption of Coarse Aggregate

10. ASTM C128 Test Method for Specific Gravity Absorption of Fine Aggregate

11. ASTM C131, Test Method for Resistance to Degradation of Small Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

12. ASTM C138, Test Method for Unit Weight, Yield, and Air Content (Gravimetric) of Concrete

13. ASTM C143, Test Method for Slump of Hydraulic Cement Concrete

14. ASTM C150, Standard Specification for Portland Cement

15. ASTM C156, Test Method for Water Retention by Concrete Curing Materials

16. ASTM C172, Practice for Sampling Freshly Mixed Concrete

17. ASTM C173, Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method

18. ASTM C174, Standard Test Method for Measuring Thickness of Concrete Elements Using Drilled Concrete Core

19. ASTM C192, Practice for Making and Curing Concrete Test Specimens in the Laboratory

20. ASTM C231, Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method

21. ASTM C260, Specification for Air-Entraining Admixtures for Concrete

22. ASTM C295, Guide for Petrographic Examination of Aggregates for Concrete

23. ASTM C 309 – Specification for Liquid Membrane-Forming Compounds for Curing Concrete.

24. ASTM C470, Specification for Molds for Forming Concrete Test Cylinders Vertically

25. ASTM C494, Specification for Chemical Admixtures for Concrete

26. ASTM C535, Test Method for Resistance to Degradation of Large Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

27. ASTM C566, Test Method for Evaporable Moisture Content of Aggregate by Drying

28. ASTM C595, Standard Specification for Blended Hydraulic Cements

29. ASTM C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete

30. ASTM C 685 Specification for Concrete Made by Volumetric Batching and Continuous Mixing

31. ASTM D698, Standard Test Method for Laboratory Compaction Characteristic of Soil Using Standard Effort

32. ASTM D9771998, Standard Specification for Emulsified Asphalt.

33. ASTM C989, Standard Specification for Slag Cement for Use in Concrete and Mortars

34. ASTM C1040, Test Methods for Density of Unhardened and Hardened Concrete in Place by Nuclear Methods

35. ASTM C1157, Standard Performance Specification for Hydraulic Cement

36. ASTM C1170, Test Methods for Determining Consistency and Density of Roller-Compacted Concrete Using a Vibrating Table

37. ASTMC1176, Standard Practice for making Roller-Compacted Concrete in Cylinder Molds Using a Vibrating Table

38. ASTM C1260, Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-BarMethod)

39. ASTM C1293, Standard Test Method for Determination of Length Change of Concrete Due to Alkali-Silica Reaction

40. ASTM C 1435, Molding Roller-Compacted Concrete in Cylinder Molds Using a Vibrating Hammer

41. ASTM D1557, Standard Test Method for Laboratory Compaction Characteristic of Soil Using Modified Effort

42. ASTM C1567, Standard Test Method for Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar-Method) ASTM C1602, Standard Specification for Mixing Water Used for the Production of Hydraulic Cement Concrete

43. ASTM D3042, Test Method for Insoluble Residue in Carbonate Aggregates

44. ASTM D4318, Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils 43-1.04 Submittals
The Contractor shall submit the following to the Engineer at least 20 working days before the start of production and construction of RCC pavement:

1. Construction schedule for all RCC related operations.

2. RCC production procedures, description of batching or batching and mixing plant used, and also RCC delivery methods. List of all equipment proposed for the use to perform the placement of RCC including paving equipment and compaction equipment. The make, model, and equipment specification sheet for each piece of equipment shall be included.

The paver and mixing equipment must match that listed on the submittal, unless a substitution is made, which meets these specifications and is approved by the Engineer.

This shall include manufacturer’s data and specifications for mixing plant, hauling, placing, spreading, and compaction equipment.

Layout of plant showing location of each aggregate storage bin, each cementitious material bin, water supply, and mixing plant shall be provided no less than 15 working days prior to the beginning of paving operations.

3. Outline of procedures for calibrating the mixing plant and monitoring materials during construction shall also be submitted.

4. Complete paving procedures including, but not limited to, line and grade control, direction of paving operations, paving widths, planned longitudinal and transverse construction joints, and curing method.

5. Quality management plan, addressing, at least:
a. Quality management organization chart.
b. Qualifications of the general contractor and subcontractors in producing RCC and constructing RCC pavement.
c. Qualifications of the independent testing firm.
d. Control of materials.
e. Control of RCC.
f. Design and preconstruction evaluation of the production RCC mix. g. Storage of materials for RCC.
h. Production of RCC.
i. Delivery of RCC.
j. Line and grade control.
k. Control of subbase prior to RCC placement.
l. Paving operations.
m. Post-pavement inspection.
n. Corrective actions.

6. Certification of aggregate source.

7. Certification of Portland cement and supplementary cementing materials.

8. Certification of mixing water for RCC.

9. Certification of chemical admixtures for RCC.

10. Certification of curing compound.

11. Contingency plan, including but not limited to backup paving equipment and backup batching facility.

12. Proposed mix design, including data of preconstruction mix design studies, or backup data demonstrating the performance of the mix during the previous pavement projects constructed within 12 months of the date of submittal. The contractor must certify that the mix design will meet the requirements for strength, schedule, and road opening.

13. Plan for placement of concrete in hot weather if placement conditions and ambient temperature could result in concrete temperatures exceeding 100 degrees Fahrenheit. Outline of procedures and methods for curing and weather protection for cold [less than 40°F], hot [more than 100°F] and rainy conditions.

14. Methods of handling, storing, delivering and mixing of materials.

15. Operating procedures for corrective action(s) necessary to assure a tight, smooth surface on the RCC pavement, free of tears larger than 1/4” width and 1/4" depth and other surface imperfections, including surface pitting.
43-2 PRODUCTS
43-2.01 MATERIALS FOR RCC
43-2.01A General
All materials to be used for RCC pavement construction shall be approved by the Engineer based on laboratory tests or certifications of representative materials which will be used in the actual construction. 43-2.01B Portland Cement
Portland cement shall conform to the requirements of ASTM C150 for Type II/V, or Type II(MH)/Type V. In addition Portland cement shall meet optional requirements of ASTM C150 for low alkali content. 43-2.01C Blended Hydraulic Cement
Blended hydraulic cements shall comply with standard specifications ASTM C595 and 1157. 43-2.01D Supplementary Cementing Materials
RCC may contain: up to 25% by the total weight of cementing materials of fly ash meeting requirements of ASTM C618 for Class F, or up to 50% of ground granulated blast furnace slag meeting requirements of ASTM C989 for Grade 100 or 120, or up to 50% of a blend of fly ash Class F and ground granulated blast furnace slag.
43-2.01E Minimum Content of Cementing Materials
Content of total cementing material (Portland cement plus supplementary cementing material) shall be established by preconstruction mix design studies, as further provided, but shall not be less than 450 pounds per one cubic yard of RCC.
43-2.01F Aggregates
Unless otherwise approved in writing by the Engineer, the quality of aggregates shall conform to ASTM C33. The aggregate portion passing the No. 40 sieve shall have a liquid limit of not more than 20, and the plasticity index of the aggregate shall not exceed five. Fines shall be non-plastic. Fines shall not be manmade sand. Coarse aggregates must be washed, prior to delivery to the job site, to remove silt and fines. Aggregates may be obtained from a single source or borrow pit, however the coarse and fine aggregate may not be blended prior to entering mixing plant. The combined aggregate shall be well-graded without gaps and conform to the following gradations as per Error! Reference source not found., unless otherwise approved by the Engineer:

Table 1: Sieve Size Percent passing by weight
Sieve Size
Lower & Upper
Specification Limits
½ in Maximum
Lower & Upper
Specification Limits
¾ in Maximum
1” 100
3/4” 100 93-100
½” 81-100 70-95
3/8” 71-91 60-85
No. 4 49-70 40-60
No. 8 33-54 30-50
No. 16 24-40 20-40
No. 30 15-30 15-30
No. 50 10-25 10-25
No. 100 2-16 2-16
No. 200 0-8 0-8
Aggregates shall be innocuous, not causing deleterious expansion of RCC. Test individual concrete aggregates in accordance with ASTM C1260. Maximum expansion after 14 days of exposure to the solution of NaOH shall not exceed 0.10%.

If any of individual concrete aggregates do not meet the limit specified in the above paragraph, the aggregates can be tested with the production cementing material (Portland cement and supplementary cementing material proportioned according to the mix design) per ASTM C1567. The Contractor is allowed to test either individual aggregates or their blended proportioned according to the mix design. In either case the expansion in 14 days of exposure to the solution of NaOH shall not exceed 0.10% 43-2.01G Chemical Admixtures
Chemical admixtures shall conform to ASTM C 494. The contractor is allowed to use proprietary chemical admixtures improving the formability of RCC, provided the record of the previous experience certifying the beneficial use of admixtures is included with the submittal.

Moisture Control
One of the following admixtures, or an approved equal, is allowed but not required by the City for use as shown on the plans. Please refer to the manufacturer’s recommendations for dosage rates. • ACEiT Plus Manufactured by ACEiT Industries
• V-MAR VSC500 Manufactured by Grace Concrete Products
Troweling
The following admixture, or approved equal, is required by the City for use as shown on the plans. Please refer to the manufacture’s recommendations for dosage rates. • ACEiT Blue Manufactured by ACEiT Industries
43-2.01H Water
Water shall conform to the requirements of ASTM C1602. It shall be clean, clear and free of acids, salts, alkalis or organic materials that may be detrimental to the quality of the concrete. Non-potable water may be considered as a source for part or all of the water, providing the mix design indicates proof that the use of such water will not have any deleterious effect on the strength and durability properties of the RCC. 43-2.01I Curing Compound
Concrete curing compounds shall conform to ASTM C 309 Type 2(white pigment). 43-2.01J Joint Sealants and Fillers
These materials shall be of the size, shape and type shown on the Plans. Unless otherwise shown on the Plans, the joint sealant materials to be used shall be self-leveling silicone pavement sealant as manufactured by Dow Corning, Crafco, Inc., or an approved equal and shall be concrete color.

The pavement shall be dried for at least 72 hours and the joint walls shall be vacuumed to remove loose particles, to the satisfaction of the Engineer, prior to placing joint sealant. 43-4.01 EXECUTION
43-4.02 Requirements for RCC and Development of Production RCC Mix 43-4.01A Requirements for RCC
Proposed mix design(s) shall meet the following minimum strength requirements based on test results of cylinders prepared according to ASTM C1435.

RCC shall have minimum compressive strength of 4,000 psi at 28-days or 5,000 psi at 42-days. In addition the RCC shall have a minimum compressive strength of 2,500 psi at 3-days.

Consistency and formability of RCC shall be adequate to the methods of its production, delivery, placement and consolidation. The objective consists of proportioning RCC that contains sufficient volume of paste to coat the aggregates and fill voids between them, is able to produce the required strength and durability, constructs roads that are able to be opened to traffic within 3 days or sooner should the RCC reach the required strength before 3 days, and makes it easy to achieve the maximum density. Contractor submits to the Engineer along with the statement of the proposed mix design data justifying the selected consistency and formability of the mix and method of its control.
43-4.01B Preconstruction Laboratory Mix Design Studies
An independent testing laboratory shall proportion RCC to meet the specified requirements for strength and Contractors requirements for consistency and formability. The laboratory shall demonstrate its compliance with the requirements of ASTM C1077. The mix design backup information shall show the moisture-density curve with associated maximum dry density, wet density and optimum moisture content, details of cementitious materials, 3-day, 7-day and 28-day, or 42-day compressive strengths, including strength gain curve for the proposed mix. The mix design shall identify the quantity and gradation of aggregates, the optimum moisture content, and the amount of Portland cement, other cementitious material(s) and the total cementitious materials required per cubic yard of the concrete. The mix design shall specify the proportions of each material (aggregate, cement, water, and admixtures) in the mix in terms of pounds per cubic yard based on saturated surface dry weights. Any changes to the mix design shall be approved by the Engineer.

Should a change in material source be proposed, the Engineer must approve a new mix design.

Proportioning of RCC shall be performed in general compliance and in the sequence recommended by ACI 327R-14, Chapter 6 “Mixture Proportioning.”
43-4.01C Field Evaluation of Production Mix
The proposed production mix shall be evaluated by field testing using the production equipment, batching and mixing procedures. RCC shall be sampled and tested for compressive strength at 3, 7, 28, and 42 days, 5 cylinders per each age of testing. In order to be qualified the mix shall demonstrate the average compressive strength at the final specification age exceeding the minimum required one by at least 750 psi No individual cylinder shall demonstrate strength exceeding the minimum specified one by less than 650 psi. Aggregates shall be tested for content of free moisture by direct moisture evaporation. Batch weights of materials shall meet the tolerances specified in ASTM C94 or C685, depending on the method of production. Aggregates shall be also sampled and tested for compliance with gradation and cleanliness requirements of these specifications.
43-4.03 RCC Production and Delivery
43-4.02A Storage of Materials
Portland cement and supplementary cementing materials shall be stored in weather tight bins or silos that protect them from dampness and contamination and provide easy access for inspection and identification of each shipment. RCC supplier shall assure that properties of materials will not change during storage and handling operations.

The supplier is required to have separate stockpiles (bunkers) for different aggregate sizes, which should be arranged in a manner preventing intermixing of different aggregate sizes, and their contamination by foreign materials. If stockpiles are located immediately next to each other, they have to be physically separated. Stockpiles shall be arranged on hardened surfaces.

Procedure for forming stockpiles shall preclude segregation of aggregates (Reference: Recommendations for forming stockpiles, excluding segregation of aggregates, are provided in ACI 304).

For temperature adjustment during hot weather (ambient forecast high temperature greater than 90 degrees Fahrenheit) periods of time, stockpiles for aggregates shall be provided with water sprinklers and are recommended to be shaded.

Silos for hydraulic cements and supplementary cementitious materials shall be completely weather-tight.

Chemical admixtures shall be stored and handled according to the manufacture’s specifications and in a manner protecting them from contamination.
43-4.02B Batching, Mixing and Transporting of RCC
The Engineer shall approve the mixing plant before the Contractor begins producing RCC. The mixing plant shall follow ACI 327R-14.

The plant shall be capable of producing an RCC mixture in the proportions defined by the final approved mix design and within the specified tolerances. The capacity of the plant shall be sufficient to produce a uniform mixture at a rate compatible with the placement equipment. The minimum homogeneous production rate of any acceptable plant shall be 300 tons per hour. For batch mixers, the volume of RCC material in the mixing chamber shall not be more than the rated capacity for dry concrete mixtures. Multiple plants shall not be used to supply RCC material to the paver. The Engineer can halt operations if the plant is unable to produce the RCC mixture sufficiently in quality or quantity, until a plant meeting all requirements is obtained.

A pugmill plant is required and shall match that listed during the prequalification process unless a substitution is made which meets these specifications and is approved by the Engineer. It shall be a central plant with a twin shaft pugmill mixer, capable of batch or continuous mixing, equipped with synchronized metering devices and feeders to maintain the correct proportions of aggregate, cement, mineral admixture, and water. Other pugmill plant requirements are as follows:

1. Aggregate Storage. The aggregate and sand must be furnished in 2 or more stockpiles. If previously blended aggregate is furnished, storage may be in a stockpile from which it is fed directly to a conveyor feeding the mixer. If aggregate is furnished in two or more size groups, aggregate separation must be provided at the stockpiles.

2. Aggregate Bin. Aggregate bins shall have a feed rate controlled by a variable speed belt, or an operable gate calibrated to accurately deliver any specified quantity of material. If two or more aggregate size stockpile sources are used, the feed rate from each bin shall be readily adjustable to change aggregate proportions, when required. Feed rate controls must maintain the established proportions of aggregate from each stockpile bin when the combined aggregate delivery is increased or decreased.

3. Plant Scales. Plant scales for any weigh box or hopper shall be either of beam or springlessdial type, and be sensitive to 0.5 percent of the maximum load required. Beam-type scales shall have a separate beam for each aggregate size, with a single telltale actuated for each beam, and a tare beam for balancing hopper. Belt scales shall be of an approved design.

Standard test weights accurate to plus or minus 0.1 percent shall be provided for checking plant scales.

4. Cement and Mineral Admixture Material Storage. Separate and independent storage silos shall be used for Portland cement and mineral admixture. Each silo must be clearly identified to avoid confusion during silo loadings. If the Contractor chooses to preblend the material he must employ blending equipment acceptable to the Engineer and demonstrate, with a testing plan, the ability to successfully produce a uniform blended material meeting the mix design requirements. Testing of the preblended cementations material shall be done on a daily basis to assure both uniformity and proper quantities.

5. Cement and Mineral Admixture Feed Unit. Satisfactory means of dispensing Portland cement and mineral admixture, volumetrically or by weight, shall be provided to assure a uniform and accurate quantity of material enters the mixer.

6. Water Control Unit. The required amount of water for the approved mix shall be measured by weight or volume. The unit shall be equipped with an accurate metering device. The water flow shall be controlled by a meter, valve or other approved regulating device to maintain uniform moisture content in the mixture.

7. Surge Hopper. For continuous operating pugmills, a surge hopper attached to the end of the final discharge belt shall be provided to temporarily hold the RCC discharge to allow the plant to operate continuously. No other stockpiling shall be permitted. For batch mixers, discharge all material in the mixing chamber before recharging.

Alternative Mixing Equipment. Other types of batching and mixing equipment and configurations other than twin shaft pugmill mixers may not be used. This includes but is not limited to dry batch plants, central mix tilt drum plants, ready mix truck mixers, volumetric concrete trucks and trailers.

The mixing time shall be pre-established by uniformity studies conducted, as provided in ACI 327R-14, Section 8.2 “Roller-compacted concrete mixing plants.”
Locate the mixing plant within 30 minutes hauling time from the construction site, when non-agitating vehicles are used for delivery. The supplier may request a longer hauling time not exceeding 60 minutes, provided the documentation is submitted evidencing that properties of fresh RCC are suitable and allow for convenient and proper placement and consolidation.

Prior to commencement of RCC production, the Contractor shall carry out a complete and comprehensive calibration of the plant in accordance with the manufacturer's recommended practice. All scales, containers and other items necessary to complete the calibration shall be provided by the Contractor. After completion of the initial calibration, the plant shall be recalibrated as directed by the Engineer.

The transportation of the RCC to the areas to be paved, with the exception of concrete mixed in truck mixers, shall be in dump trucks fitted and equipped, when necessary, with retractable protective covers for protection from rain or excessive evaporation. The trucks shall be dumped clean with no buildup or hanging of RCC material. The dump trucks shall deposit the RCC material directly into the hopper of the paver or into a secondary material distribution system which deposits the material into the paver hopper. Dump truck delivery must be scheduled so that RCC material is spread and compacted within the specified time limits.

Access routes shall be clearly marked over the area to be constructed. Haul time should not exceed 20 minutes without addition of admixtures which have proven to successfully maintain moisture content levels in RCC.
43-4.02C General Requirements
Method of production of RCC shall assure that concrete proportions comply with the design quantities of ingredients, as provided by the approved statement of concrete mix design, and that concrete is mixed uniformly. For central batch plants mixing time shall be established by uniformity testing per the procedure provided in ASTM C94.
43-4.02D Accuracy of Batching, Tolerances
Accuracy of batching (namely weights of cementing materials and aggregates, weight or volume of water, and volumes of liquid chemical admixtures) comply with tolerances specified in ASTM C94 or C685, as applicable.

The Contractor shall supply daily plant records of production and quantities of materials used that day to the Engineer.
43-4.02E Change of Material Source
If the type or source of cementing materials, or aggregates, or type of chemical admixtures changes, the production of RCC must be suspended, and a new mix design shall be developed, tested, and submitted for approval.
43-4.02F Pavement Test Section
1) Construct a 1,500 square yard test section, a maximum of 150 feet long, prior to starting construction. Construct the test section using the proposed mixture design, the staff that will be completing the work, and the materials and equipment that are listed in the pavement construction plan and approved by the Engineer. If the pavement placement requires more than one pass of the paver, construct the test section a minimum of two paver widths wide. If the pavement placement requires more than one lift, construct the test section to the required number of lifts. If the pavement placement requires more than one day of paving or transverse cold joints, construct the test section over two days and begin paving from a transverse cold joint on the second day. Place the test section in a location approved by the Engineer. The test section will not be incorporated into the final project.

The Engineer shall evaluate the following criteria from the test section:
• Adequacy of the production method and equipment to meet productivity requirements and produce uniform RCC.
• Maximum density directly behind the paver prior to roller compaction. • Suitability of the proposed lift thickness.
• Sequence of primary/secondary roller passes (with and without vibration). • Maximum density following roller compaction.
• Texture and surface finish acceptability.
• Integrity of both fresh and cold joints (vertical and horizontal). • Compressive strength of RCC based on molded cylinders and extracted cores tested at 3- days, 7-days, and 28-days.
• Procedures for troweling and finishing RCC surface to meet specification • Process for applying curing compound at appropriate rate and coverage • Process for installing saw cuts in pavement
2) Construction (Cold) Joint Edges. The Contractor shall establish the maximum angle for edges to be used in joint faces of construction (cold) joints.
3) If the test area does not meet acceptance requirements, the Contractor shall remove and reconstruct a new test section with corrected procedures at no additional cost to the City. The contractor will be required to provide new test sections, for which no additional compensation will be allowed, until an acceptable, reproducible test section is achieved. 43-4.02G PLACEMENT
(1) Condition of the Subgrade/Subbase. Prior to RCC placement, the surface of the subgrade/subbase shall be clean and free of foreign material, ponded water and frost prior to the placement of the RCC pavement mixture. The subgrade/subbase must be uniformly moist at the time of RCC placement. If sprinkling of water is required to remoisten certain areas, the method of sprinkling shall not be such that it forms mud or pools of free-standing water. Prior to placement of RCC, the subgrade/subbase shall be checked for proper density and soft or yielding areas and these areas shall be corrected with a dig out repair.
(2) Jointing Plan. Prior to placement of the RCC, joint locations shall be marked by the contractor in the field to insure cold joints will align with the jointing plan. Following RCC placement, and before sawcutting the joints, the jointing plan shall be marked on the RCC by the contractor with a temporary marking material to demonstrate to the engineer that the sawcuts are being placed per the plan.
(3) Paver Requirements. RCC shall be placed with an approved paver as noted in these specifications and shall meet the following requirements:
(A) The quantity of RCC material in the paver shall not be allowed to approach empty between loads. The material shall be maintained above the auger shaft at all times during paving.
(B) The paver shall operate in a manner that will prevent segregation and produce a smooth continuous surface without tearing, pulling or shoving. The spread of the RCC shall be limited to a length that can be compacted and finished within the appropriate time limit under the prevailing air temperature, wind, and climatic conditions. (C) The paver shall proceed in a steady, continuous manner. Paver speed during placement operations shall not exceed the speed necessary to ensure that minimum density requirements are met and surface distress is minimized. (D) The surface of the RCC pavement once it leaves the paver shall be smooth, uniform and continuous without excessive tears, ridges or aggregate segregation. (E) Lift Thickness. Place RCC in lifts between 4 inches and 9 inches thick. Multiple lifts are not allowed for pavements less than 9 inches thick. For multiple lift placements, compact the bottom layer to the minimum specified wet density before placing the next lift. No lift shall be less than 4 inches.
(F) Adjacent Lane Placement. All longitudinal joints must be considered a cold joint and shall be prepared in accordance with “Cold Vertical Joints” section found elsewhere in these specifications. Fresh joints will only be allowed under special circumstances at the Engineer's discretion. In that case, the adjacent paving lane shall be placed within 30 minutes and additional precautions may be necessary to avoid excessive moisture loss at the joint such as the use of set retarding admixtures, water misting, and blankets. (G) Hand Spreading. Broadcasting or fanning the RCC material across areas being compacted shall not be permitted. Additions of material may only be done immediately behind the paver and before any compaction has taken place. Any segregated coarse aggregate shall be removed from the surface before rolling. (H) Segregation. If segregation occurs in the RCC during paving, operations shall cease until the cause is determined and corrected.
(I) Placement. RCC placement shall be done in a pattern so that the curing water from the previous placements will not pose a runoff problem on the fresh RCC surface or on the subbase layer.
(J) Paving Inaccessible Areas. Areas inaccessible to either paver or roller shall be placed with cast-in-place concrete with a minimum compressive strength of 4,000 psi or as specified by the Engineer. The Contractor’s attention is directed to the “Portland Cement Concrete (PCC) Pavement” or “Rapid Set Concrete (RSC) Pavement” section found elsewhere in these Specifications for details in furnishing and placing cast-inplace concrete pavement. In areas that may be subjected to high load transfer, the Engineer may require the cast-in-place concrete to be doweled into the RCC. (K) Expansion Joints. Expansion Joints shall be placed at all transverse cold joints, where concrete pavements abut asphalt concrete pavements, and at intersections of concrete pavement streets.
43-4.02H Compaction
(1) Compaction shall begin immediately behind the placement process and shall be completed within 60 minutes of the start of mixing cementing materials with water. The time may be increased or decreased at the discretion of the Engineer depending on use of set controlling admixtures, initial concrete temperature, and/or ambient weather conditions (temperature, wind velocity and humidity).
(2) Rolling. Apply the sequence and number of passes by vibratory and non-vibratory rolling to obtain the specified density proposed in the paving construction plan and verified during construction of the test section. Do not run rollers on adjacent RCC that was placed less than 7-days prior. Do not operate rollers in the vibratory mode while stopped. Use steel drum rollers in static mode and/or rubber-tire rollers for final compaction.
(3) Rolling Longitudinal and Transverse Joints. If a cold joint is planned, the complete lane shall be rolled and cold joint procedures shall be followed per these specifications. If the Engineer approves fresh joint construction, the roller shall not operate within 24 in. of the edge of a freshly placed lane until the adjacent lane is placed. Then both edges of the two lanes shall be rolled together within the allowable time.
(4) Longitudinal joints shall be given additional rolling as necessary to produce the specified density for the full depth of the lift in order to achieve a tight smooth transition across the joint. Any uneven marks left by vibrating rolling shall be smoothed out by non-vibrating or rubber tire rolling. The surface shall be rolled until a relatively smooth, flat surface, reasonably free of tearing and cracking is obtained. For freshly placed RCC next to an existing cold joint, roll the complete lane, taking extreme care not to bridge the roller drum between the new unconsolidated fresh material and a previous cold joint edge. Such bridging of roller drum over cold joint edges, especially in vibratory mode, can significantly degrade the cold joint edge.
(5) Speed of the rollers shall be slow enough at all times to avoid displacement of the RCC pavement.

Displacement of the surface resulting from reversing or turning action of the roller shall be corrected immediately.
(6) Compact areas inaccessible to large rollers with small drum rollers, walk-behind vibratory rollers or plate tampers. Cast-in-place, conventional concrete meeting the same strength requirements as specified for RCC may be used in these areas as a replacement for RCC. 43-4.02I Formation of Joints
(1) Fresh Vertical Joints. Fresh longitudinal joints will only be allowed under special circumstances under the approval of the Engineer. A vertical joint shall be considered a fresh joint when an adjacent RCC lane is placed within 30 minutes of the batch time of the previous lane. This time may be reduced depending on ambient conditions, as well additional precautions may be necessary to avoid excessive moisture loss at the joint such as the use of evaporation retarders, fogging, and curing mats.
(A) Fresh longitudinal joints shall be constructed prior to placement of an adjacent lane by leaving the outer 24 inches of the freshly placed lane uncompacted during rolling. Then both edges of the two lanes shall be rolled together within the allowable time. (B) Adjacent lanes shall be placed such that the new lane abuts tightly against the incomplete edge of the prior lane.
(C) The joint formed by both lanes shall be compacted by centering the roller drum over the joint and compacting both edges simultaneously.
(D) Extra passes of the roller may be required at the joint to achieve the required density. (2) Cold Vertical Joints. Any planned or unplanned construction joints that do not qualify as fresh joints shall be considered cold joints and shall be treated as follows:
(A) Longitudinal and Transverse Cold Joints. Formed joints that do not meet the minimum density requirements and all unformed joints shall be cut vertically for the full depth or produced using an edging shoe. The vertical cut shall be at least 6 inches from the exposed edge and located on a joint identified on the jointing plan. Do not perform this operation any sooner than 2 hours after final compaction. Demonstrate to the Engineer that saw cutting will not cause significant edge raveling and remove all slurry and excess material from the cutting operation.

If the Contractor can demonstrate that he can construct a cold vertical joint that can meet the minimum joint density requirements using an “edge shoe,” then the use of the edge shoe in lieu of cutting a cold vertical joint is allowed. The edge shoe should be as close to vertical as possible with the maximum allowable positive edge angle being of 10 degrees from vertical.

Cold joints cut after two hours of placement shall be saw-cut 1/4 to 1/3 depth of the RCC pavement with the rest removed by hand or mechanical equipment. Any modification or substitution of the saw cutting procedure must be demonstrated to and accepted by the Engineer. All excess material from the joint cutting shall be removed. (B) Prior to placing fresh RCC mixture against a compacted cold vertical joint, the joint shall be thoroughly cleaned of any loose or foreign material. The vertical joint face shall be wetted and in a moist condition immediately prior to placement of the adjacent lane. (C) Uneven surfaces or slopes greater than as determined for “Cold Joint Edges” shall be cut vertically for the full depth of the RCC.
(D) The rollers shall pass over the end of the freshly placed RCC mixture when a vertical cold joint is to be made. Unless the RCC cold joint has been formed by an edging shoe, the edge of the previously placed RCC pavement shall be cut back to expose an even vertical surface for the full thickness of the course without disturbance of the RCC that is to remain in place. Uneven areas and raveling shall be corrected.
(E) The top layer shall be placed so that longitudinal joints in that layer will coincide with joints in the lower layers of the pavement. Transverse joints in the top layer shall coincide with transverse joints in the lower layers of the pavement.
(F) Place expansion joint at all transverse cold joints. (3) RCC Pavement Joints at Structures. The joints between RCC pavement and concrete structures shall be treated as isolation vertical joints.
(4) Control Joints. Control joints shall be constructed in the RCC pavement to induce cracking at preselected locations. Joint locations shall be as shown on the Plans or as directed by the Engineer.

Early entry saws shall be utilized as soon as possible behind the rolling operation and set to manufacturer’s recommendations. Saw crack control joints to the interval specified on the plans.

The depth of the crack control joints shall be equal to 1/3 of the thickness of RCC pavement. The width of the crack control joints shall be 1/8”. Extend all crack control joints the entire width of paving. When sawing crack control joints, begin as soon as the RCC cuts without excessive raveling along the saw cut and finish before conditions induce uncontrolled cracking, regardless of the time or weather. Control joints shall be sprayed with curing compound or water depending on the curing method.
(5) Isolation Joints. Line the perimeter of fixed structures such as manholes, valves, trench drains, and with strips of fiberboard or other approved isolation joint material, as noted in the plan details, prior to paving. Joint filler for isolation joints must be preformed expansion joint filler for concrete (bituminous type) in compliance with ASTM D 994.
(6) Expansion Joints. Install expansion joints to the details, dimensions and locations shown on the Plans. If the plans do not include details and conditions warrant expansion joints, propose a plan and install expansion joints in the pavement, with approval of the Engineer. Include width, filler, sealing material, location and/or spacing recommendations in the expansion joint plan, considering thermal effects, regional climatic conditions, RCC coefficient of thermal expansion and expected daily temperature ranges at the time of placement.
43-4.02J FINISHING
Final RCC pavement surface will be diamond ground finished per Section 42 “GROOVE AND GRIND PAVEMENT”.

If an intermittent troweled and broom finish is applied use, self-propelled machine trowels.

You will determine the number of machine trowels required to perform the work at a rate equal to the concrete delivery rate. When the time from concrete placement to machine trowels finishing exceeds 30 minutes, you will stop concrete delivery. When machine trowels are in proper position, you may resume concrete delivery and paving.

Trowels must be equipped with devices that adjust the underside to a true flat surface. 43-4.04 Curing
(4) General. Immediately after final rolling, compaction testing, and finishing use an approved curing method outlined below. Water cure or curing compound shall be applied vertically from above the pavement. Application shall not be allowed from the side of the pavement. During this work the Contractor shall control the work such that it does not result in visible water or curing compound particulate migration. Reapply curing compound to sawcuts and disturbed areas (5) Water Cure. Water cure shall be applied by water trucks equipped with misting spray nozzles, soaking hoses, sprinkler system or other means that will assure a uniform moist condition to the RCC. Water trucks shall not drive on RCC to which they are applying the water cure. Application of this moisture shall create fog or mist immediately above concrete surface and must be done in a manner that shall not wash out or damage the surface of the finished RCC pavement. The surface of the RCC pavement shall be kept continuously moist for three (3) days. (6) Curing Compound. A clear with sacrificial red dye membrane forming curing compound conforming to ASTM C 309 Type ID Class A shall be applied at a rate of 150 sf / gallon no later than one hour after completion of finishing operations on the surface and edges of RCC. This application must ensure a uniform continuous (free of uncured areas) membrane across the entire RCC pavement.

If the application rate is found to be insufficient, the Contractor, with approval of the Engineer, can increase the application rate to a level which achieves a void-free surface without ponding. In case the minimum rate of application is specified otherwise by manufacturer’s recommendations, the highest application rate shall govern.
(7) Sheet Materials. Curing paper, plastic and other sheet materials for curing RCC shall conform to ASTM C 171. The coverings shall be held securely in place and weighted to maintain a close contact with the RCC surface throughout the entire curing period. The edges of adjoining sheets shall be overlapped and held in place with sand bags, planking, pressure adhesive tape, or other City-approved method. Sheet material shall be provided and kept readily available to cover pavement less than 12 hours old if rainfall occurs.
43-4.05 Protecting RCC PAVEMENT
Protect RCC pavement under Section 90-8, "Protecting Concrete." Maintain the RCC pavement temperature at not less than 40 °F for the initial 72 hours.

Protect the concrete pavement surface from activities that cause damage and reduce texture and coefficient of friction. Do not allow soil, gravel, petroleum products, concrete, or asphalt mixes on the RCC pavement surface.

Construct crossings for traffic convenience. If the Engineer approves your request, you may use rapid strength concrete for crossing locations in addition to those already identified on the plans to be rapid strength concrete. Alternatively, the contractor may use steel plates to span the fresh concrete until it is ready for vehicular traffic. Both alternatives are considered included in the contract price paid for the various concrete pavement pay items. Do not allow traffic on new concrete crossings until the Department determines the RCC pavement's compressive strength is at least 3,000 psi.

If concrete pavement damage including visible cracking occurs, stop operating paving equipment on the concrete pavement and repair the damage.

RCC shall have minimum compressive strength of 4,000 psi at 28-days or 5,000 psi at 42-days. In addition the RCC shall have a minimum compressive strength of 3,000 psi at 3-days. 43-4.06 Contractor’s Quality Control
43-4.04A Quality Control
The Contractor shall provide any and all quality control (QC) inspection and testing that the Engineer deems necessary to properly control the quality, consistency, and uniformity of the RCC produced and placed.

Frequency of quality control tests is specified in Table 2. The Contractor shall make available to the Engineer any information and data collected by quality control inspection and testing. Before the paving work starts, the Contractor may employ an independent testing laboratory for controlling RCC materials, thickness of pavement, and strength of the RCC. The independent testing laboratory shall demonstrate compliance with ASTM C1077 and be CCRL audited and AMRL accredited for the scope of testing to be performed.

Lots shall be 250 cubic yards.

Should compressive strength of RCC pavement established by testing of formed cylinders be below the minimum specified compressive strength, You are allowed to obtain condition and test cores according to ASTM C42 and C39. The cores will be tested at the specification age per Section 43-4.05E Strength Requirements.

You will be responsible for developing the RCC mix required by these Special Provisions. You will allow the City to inspect the mixing plant for verification of weights or proportions and character of material in the preparation of RCC mix.

Inspection or testing by the City will not augment or replace your quality control nor relieve him of his contractual responsibility.

You will conduct quality control testing during placing operations to ensure the RCC material is placed, compacted, finished, and cured in accordance with the requirements in Table 2.

Table 2: Quality Control Requirements at Placement Site Item Method Frequency or Lot Size Acceptance
RCC Moisture
Content ASTM C566
Sample at mixing plant or point of
placement from initial truck load and
as required
±1.0% of optimum moisture
content per ASTM D1557
In-place Wet
Mat Density
ASTM C1040 direct
transmission mode
At beginning of placement
immediately behind the paver and
within 30 minutes of final
compaction; One Test per lot
At least 98% of the maximum
laboratory wet density by ASTM
D1557 based on an average of four
consecutive tests with no test below
96%
In-place Wet
Joint Density
ASTM C1040 direct
transmission mode
One Test per lot and within 30
minutes after final compaction
At least 96% of the maximum
laboratory wet density by ASTM
D1557 based on an average of four
consecutive tests with no test below
94%
Cylinders for
Compressive
Strength
ASTM C1435 for
molding cylinders17;
ASTM C31 for curing
and handling cylinders;
and ASTM C39 for
testing cylinders
One set of three cylinders minimum
for every lot of paving, or one day of
production, whichever is less.

Average strength equal to 100% of
the specified strength per these
specifications, no single result
below 90%.

Surface
Smoothness
Straightedge
measurement in field or
inertial profiler
One Test per lot Surface must be within 0.02’ of
straightedge lower edge
Thickness ASTM C42, ASTM
C174
One core for per lot, or one day of
production, whichever is less.

Average thickness must not be
deficient by more than 0.02’ with no
individual thickness deficient by
more than 0.05’
43-4.04B Testing Plan
The Contractor is responsible for determining and submitting quality control testing plan as a part of QC Plan.
43-4.07 Quality Assurance and Acceptance Criteria
43-4.05A GENERAL
(1) You will provide safe and convenient access, acceptable to the Engineer, for inspection and sampling of the RCC and will cooperate in the inspection and sampling process when requested to do so.
(2) You will have major equipment items such as batch plant, rollers, pavers, trucks, and similar items, available for inspection by the City. Deficiencies in quality, quantity, or types of equipment will be corrected prior to starting Work. This inspection and approval will in no way relieve you from the obligation to provide the equipment required to perform the work (3) RCC plant inspections will be conducted at random to check the settings, operation, materials, proportions and uniformity of concrete produced. The Engineer will order the plant shut down if deficiencies are found, such as but not limited to deviation from approved job-mix formula, segregation in the mix, or inconsistent plant operation. The Contractor shall generate computer printouts of batching and delivery tickets in compliance with ASTM C94, or C685 and provide them to the Engineer. The Contractor shall provide to the satisfaction of the Engineer his corrective actions prior to re-starting production.
43-4.05B Thickness Requirements
Determine the pavement thickness from cores by average caliper measurements in accordance with ASTM C174. Extract one core for each lot of RCC pavement per Error! Reference source not found.. For pavement placement units consisting of less than one lot of RCC pavement, include the pavement with the previous or next placement unit.

As an option, use alternative or additional thickness determination methods to satisfy the requirements of Error! Reference source not found., with the Engineer’s approval. Such alternate thickness determination procedures can include surveying, GPS devices, and/or LIDAR. 43-4.05C Defective Area Correction for Pavement Thickness A pay adjustment according to Error! Reference source not found. will be considered for RCC pavement that does not fully meet the specification for thickness and surface texture. These adjustments will be applied to each area of proposed pavement. Limits of area subject to pay factor to be determined by the Engineer. Contractor shall be responsible for taking additional samples to assist the Engineer in determination of limits of deficient area. If a core is found to be deficient in thickness, two additional cores shall be taken at the Contractor’s expense to determine the extent of the deficiency. Limits of deficient areas are to be determined by the City.

Table 3: Pay Adjustment Table for Thickness
Inches Percent Payment

0.00 to 0.24 100

0.25 to 0.49 90

0.50 or greater Remove and replace
43-4.05D Density Requirements
(1) In-place Wet Mat Density Determination. Determine the In-place Wet Mat Density on pavement that is at least 24 inches from any joint in accordance with ASTM C1040 Direct Transmission mode at 75% of total RCC pavement depth for each lot of RCC pavement per Error! Reference source not found.. For pavement placement units consisting of less than one lot of RCC pavement, include the pavement with the previous or next placement unit.
(2) In-place Wet Joint Density Determination. Determine the In-place Wet Joint Density on joints at distance 12 inches or greater for free edge and 6 inches or greater for a confined edge accordance with ASTM C1040 Direct Transmission mode for each lot of RCC pavement per Error! Reference source not found.. For pavement placement units consisting of less than one lot of RCC pavement, include the pavement with the previous or next placement unit. (3) Defective Area Correction for Density. For In-place Wet Mat Density and In-place Wet Joint Density, full payment will be made for pavement based on the acceptance criteria in Error! Reference source not found.. Pavement lots that have density that is less than the required density are subject to further evaluation. Take an additional test within a 5 to 8 foot radius, of the original test (within the same placement unit). If this test is below the acceptance criteria in Error! Reference source not found., additional roller passes shall be made across the full lane width between the last testing location that produced an acceptable reading and the paver. If the additional roller passes does not correct the problem, or causes the density to decrease, the paving operation shall be discontinued until corrections can be made to assure that the specified density can be achieved. 43-4.05E Strength Requirements
(1) Strength Determination. Determine the Compressive Strength for cylinders prepared in accordance and for each lot of RCC pavement per Error! Reference source not found.. For pavement placement units consisting of less than one lot of RCC pavement, include the pavement with the previous or next placement unit.
(2) Remedial Action for Deficient Strength. Full payment will be made for cylinders meeting the requirements of the mix design, whose average strength equal to 100% of the specified strength, with no single result below 90%.
(3) Pavement lots that have strength that are less than the required strength are subject to further evaluation.
(4) Extract three cores at random locations in the suspect area after the RCC pavement is at least 28 days old. Remove, handle and test the compressive strength of the three cores according to ASTM C42.
(5) Determine the average of the compressive strength of the three cores. If the average of the three cores does not meet the minimum specified compressive strength at 28 days per section 43-4.01A, the RCC is not acceptable and requires removal.
(6) Removal and Replacement. Areas determined to have strength deficiencies that are not resolved through referee testing, as noted above, require removal and replacement. After the referee period or at least seven days, remove the hardened RCC material by full depth saw cutting the perimeter of the deficient area along joint lines. Repair the area using an air-entrained cast-in-place concrete meeting the strength requirements per these specifications or as directed by the Engineer. The new concrete shall be doweled into the existing RCC layer using dowel bars. Please refer to Caltrans Standard Plan P10 in Appendix G.
43-4.05F Surface Requirements
(1) Smoothness for RCC Pavements. You will grind all surfaces to the tolerance by use of selfpropelled diamond grinders, provided grinding does not create deviation from other tolerances. (2) Defective Area Correction for Smoothness. When the surface smoothness is outside the specified surface tolerance, the Contractor shall grind the surface to within the tolerance by use of selfpropelled diamond grinders, provided grinding does not create deviation from other tolerances. Milling of the final surface is not acceptable, unless it is for the removal of the pavement. After correction, verify the corrective work by measuring the smoothness as noted in the above section. (3) Surface Texture. The final surface texture after rolling and curing shall be smooth and uniform over the entire area of pavement and will reasonably match the surface condition of the test strip. The surface area shall be free of rips, bird baths, areas of loose aggregate, surface pitting, voids or indentations, pockmarks, surface tears greater than 1/4” depth and 1/4” width, check cracking, segregation or rock pockets, pumped areas, aggregate drag marks, and areas where fines have been washed away during the curing process.
(4) Defective area Correction for Surface Texture. Correct surface texture deficiencies using an approved grinding device, or removal and replacement.
(5) Areas with excessive smoothness and texture issues, as determined by the Engineer when compared to the approved test section, shall be removed and replaced from joint to joint at the contractors expense per 43-4.05E(6) above.
43-4.05G Restoration After Quality Assurance Testing
The Contractor shall fill the core holes with Portland cement concrete as directed by the Engineer. Concrete shall meet the requirements of Section 25, “Portland Cement Concrete Pavement” of the Standard Construction Specifications. Reinforcement shall be 36 pounds of Novomesh 850 or Steel Plus blended fibers by Rich Fiber Systems or an approved equivalent and thickness shall be as specified for RCC and core holes are to be filled to be flush with surrounding pavement surface. 43-4.05H Opening to Traffic
Traffic may be allowed on the concrete pavement once the concrete has attained 3,500 psi compressive strength. The Contractor may request early traffic opening for residential light-duty vehicles when the concrete has attained a compressive strength of 2,500 psi with approval by the City. This early opening must not damage the concrete pavement.
43-5 – MEASUREMENTS AND PAYMENT
The quantity of Roller Compacted Concrete pavement to be paid for will be measured by the cubic yard.