AGENDA
April 19, 2023
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.
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THE CITY OF ROSEVILLE WELCOMES YOUR PARTICIPATION
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Consent Calendar
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Agenda Items
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Roseville City Clerk 311 Vernon Street, Roseville, CA 916-774-5200 TDD 916-774-5220
1. CALL TO ORDER
2. ROLL CALL
3. PLEDGE OF ALLEGIANCE
4. MEETING PROCEDURES
5. PUBLIC COMMENTS
6. CONSENT CALENDAR
BEGINNING OF CONSENT CALENDAR
Bids / Purchases / Services
6.1. Centrifuge Services - Contract Purchase Agreement
Memo from Preventative Maintenance Coordinator Blaine Wiegel and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 23-133 APPROVING A CONTRACT
PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF
ROSEVILLE AND CENTRIFUGE-SYSTEMS, LLC DBA CENTRISYS,
AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON
BEHALF OF THE CITY OF ROSEVILLE (
3002728)
. Staff requests Council
approve a contract purchase agreement with Centrifuge-Systems, LLC dba Centrisys in the amount of $150,000 with funding from the Environmental Utilities Department’s FY2022-23 Operations budget for the Water and Wastewater treatment plants. This agreement would allow four optional renewal years at one-year intervals for $150,000 per year. Staff requests authorization to utilize the optional renewal years of the contract without further Council approvals until the contract expires or until City staff determines that continuing with the same vendor is not in the City's best interest.
CC #:
2643
File #:
0800-02
CONTACT:
Blaine Wiegel 916-746-1833
[email protected]
6.2. Fleet Truck and Equipment Purchases – Purchase Orders Memo from Fleet Manager Brandy LeBeau and Public Works Director Jason Shykowski recommending the City Council approve a sole source purchase order to Altec Industries, Inc. for one (1) Altec AT41P articulating telescopic aerial device utilizing Sourcewell contract# 110421-ALT in the amount of $320,450; and approve a purchase order to The Pape Group Inc. Pape DW Inc. dba Ditch Witch West for two (2) TowMaster T-40T trailers utilizing Sourcewell contact# 092922-MNR in the amount of $101,223. Funding for the Altec AT41P is included in the FY2022-23 Electric Fund budget. Funding for the TowMaster trailers is included in the FY2022-23 Fleet Replacement budget.
CC #:
2634
File #:
0203-01
CONTACT:
Brandy LeBeau 916-774-5531 [email protected]
6.3. Fire Personal Protective Equipment - Purchase Order Memo from Assistant Fire Chief Jason Rizzi and Fire Chief Rick Bartee recommending the City Council adopt RESOLUTION NO. 23-131
APPROVING A PURCHASE ORDER FOR PERSONAL PROTECTIVE
EQUIPMENT.
Staff requests Council approve a purchase order for Personal Protective Equipment purchases made on an as-needed basis by the Fire Department through Allstar Fire Equipment, a Lion Corporation authorized reseller, utilizing the League of Oregon Cities contract through National Purchasing Partners contract number PS20065. Staff requests authorization to continue renewing the contract without further Council approval upon verification of each of the two remaining optional renewal years on the piggyback contract until the contract expires or until staff determines that continuing with the same vendor is not in the City's best interest.
CC #:
2640
File #:
0203-12
CONTACT:
Jason Rizzi 916-774-5802 [email protected]
6.4. Taylor Road Park and Ride Lot Improvement Project - Approval of Plans and Specifications and Authorization to Call for Bids
Memo from Associate Engineer Cathy Gosalvez and Public Works Director Jason Shykowski recommending the City Council approve the plans and specifications for the Taylor Road Park and Ride Lot Improvement project and authorize staff to call for bids. The project will expand the existing bus shelter pad, construct new curb ramps and install conduit for future electric and communication needs. Construction-related costs for this project are estimated to be $110,000 and are funded fully with Low Carbon Transportation Operation Program grant funds and State of Good Repair Program funds. No General Fund resources will be used to complete the project. Construction of the project is anticipated to begin in September 2023.
CC #:
2635
File #:
0900-04
CONTACT:
Cathy Gosalvez 916-774-1300 [email protected]
6.5. Aquifer Storage and Recovery Well Drilling - Campus Oaks (Well 13) and Misty Wood (Well 19) - Award of Construction Contract and Budget Adjustment Memo from Senior Engineer Janice Gainey and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 23- 129
APPROVING AN AGREEMENT, BY AND BETWEEN THE CITY OF
ROSEVILLE AND STONEHOUSE DRILLING & CONSTRUCTION, LLC,
AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON
BEHALF OF THE CITY OF ROSEVILLE; and adopt ORDINANCE NO. 6642 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR
2022-23 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION
MEASURE. Staff
requests Council approval and award of a Construction
Agreement to Stonehouse Drilling & Construction for the Aquifer Storage and Recovery Well Drilling:
Campus Oaks (Well 13) and Misty Wood (Well 19)
project in the amount of $1,341,695 and authorization for the City Manager or his designee to approve and pay for contract change orders that could increase the contract amount by no more than 10 percent or $134,170 for a not-to-exceed total contract amount of $1,475,865.
Staff also requests approval of a budget
adjustment to fund the project with $1,625,865 from available resources in the Water Construction Fund.
CC #:
2638
File #:
0800-02 & 0201-01
CONTACT:
Janice Gainey 916-774-5535 [email protected]
Resolutions
6.6. Apollo (NC-57) Dog Park Improvements Project - Notice of Completion Memo from Park Development Project Manager Heather Buck and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 23-132 ACCEPTING THE PUBLIC WORK KNOWN
AS THE APOLLO (NC-57) DOG PARK IMPROVEMENTS PROJECT,
APPROVING THE “NOTICE OF COMPLETION”, AND AUTHORIZING
THE PARKS, RECREATION AND LIBRARIES DIRECTOR TO EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council accept the Public Work known as the Apollo Dog Park Improvements Project, approving the "Notice of Completion," and authorizing the Parks, Recreation & Libraries Director to execute said notice on behalf of the City of Roseville.
The Parks, Recreation & Libraries Department has made a final inspection of the Apollo Dog Park and has found that all contract work has been completed in accordance with the improvement plans and specifications. The project is now ready for acceptance.
Apollo Dog Park, formerly NC-57 Dog
Park, is an existing 0.5-acre off-leash dog park site located at 1280 Antelope Creek Drive, east of the intersection at Creekside Ridge Drive. The project included a doubled fenced and gated entry area, an accessible pathway, drinking fountain, dog wash station, seating bench and planting of various native trees.
The project was funded from the North Central Neighborhood Park Fund. Ongoing maintenance costs for the Apollo Dog Park will be through the General Fund and is expected to be approximately $14,000 annually.
CC #:
2642
File #:
0704-01
CONTACT:
Heather Buck 916-774-5254 [email protected]
6.7. Tax Revenue Consulting Services - Professional Services Agreement Amendment
Memo from Accounting Manager
Teri Quinlan
and Assistant City Manager/Chief
Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO.
23-135
APPROVING
THE FIRST AMENDMENT TO
PROFESSIONAL SERVICES AGREEMENT, BY AND BETWEEN THE
CITY OF ROSEVILLE AND HINDERLITER, DE LLAMAS &
ASSOCIATES DBA HDL COMPANIES, AND AUTHORIZING THE CITY
MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE. Staff requests Council approve the
first amendment to
a
professional services agreement with Hinderliter, de Llamas & Associates dba HdL Companies for transient occupancy tax administration, short-term rental administration, business tax administration, and related consulting services. The term of the
original agreement dated April, 21, 2021, was
two years, with an
option to renew for three additional years and an annual not-to-exceed amount of $225,000.
There are adequate funds available in the FY
2022-23
adopted
budget to fund this agreement.
CC #:
2645
File #:
0210
CONTACT:
Teri Quinlan 916-774-5316 [email protected]
6.8. Resolution Declaring Weeds and Rubbish a Public Nuisance - Setting a Public Hearing Date
Memo from Assistant Fire Chief Jason Rizzi and Fire Chief Rick Bartee recommending the City Council adopt RESOLUTION NO. 23-
138 RESOLUTION OF THE COUNCIL OF THE CITY OF ROSEVILLE
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. Staff requests Council 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, May 3, 2023. 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 #:
2648
File #:
0320-01
CONTACT:
Jason Rizzi 916-774-5802 [email protected]
6.9. Capital Improvement Projects - On-Call Professional Design Services Agreements
Memo from Associate Engineer Nicolas Bumb and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 23-123 APPROVING AN
ON-CALL PROFESSIONAL DESIGN
SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF
ROSEVILLE AND BENNETT ENGINEERING SERVICES, INC., AND
AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF
OF THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 23-
124 APPROVING AN
ON-CALL PROFESSIONAL DESIGN SERVICES
AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND
DOKKEN ENGINEERING, AND AUTHORIZING THE CITY MANAGER
TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 23-125 APPROVING AN
ON-CALL PROFESSIONAL
DESIGN SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF
ROSEVILLE AND KIMLEY-HORN AND ASSOCIATES, INC., AND
AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF
OF THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 23-
126 APPROVING AN
ON-CALL PROFESSIONAL DESIGN SERVICES
AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND
MARK THOMAS & COMPANY, INC., AND AUTHORIZING THE CITY
MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE; and adopt RESOLUTION NO. 23-127 APPROVING AN ON-
CALL 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 RESOLUTION NO. 23-
128 APPROVING AN
ON-CALL PROFESSIONAL DESIGN SERVICES
AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND
R.E.Y. ENGINEERS, INC., AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve six (6) On-Call Professional Design Services Agreements by and between the City and Bennett Engineering Services, Inc., Dokken Engineering, Kimley-Horn and Associates, Inc., Mark Thomas & Company, Inc., PSOMAS and R.E.Y. Engineers, Inc.
In order for City Capital Improvement
Projects to be designed in a timely and cost-efficient manner, engineering staff uses the assistance of professional engineering consultants. The most efficient method for staff to obtain these services is via multiple multi-year on-call design services agreements. The term of the agreements shall be three years with the option for two additional one-year extensions. The not-to-exceed fee of these agreements is $1,000,000 per agreement, per year. The agreements will be funded by various Council approved Capital Improvement Project budgets.
CC #:
2637
File #:
0900-04
CONTACT:
Nicolas Bumb 916-746-1313 [email protected]
6.10. Downtown Roseville Property and Business Improvement District - 2022 Annual Report and 2023 Budget
Memo from Economic Development Analyst Gina McColl and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 23-134 APPROVING THE 2022 DOWNTOWN
ROSEVILLE PROPERTY AND BUSINESS IMPROVEMENT DISTRICT
ANNUAL REPORT AND 2023 BUDGET. Staff requests Council receive an update regarding the 2022 Downtown Roseville Property and Business Improvement District Annual Report, including current activities and future operations, and approve the annual report and the 2023 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 2022 City assessment was $64,796.84, and the total assessment collected for the district was $215,513.40. 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 #:
2644
File #:
0206-10-01
CONTACT:
Gina McColl 916-774-5452 [email protected]
6.11. Law Enforcement Behavioral Health Response Program - Grant Application Memo from Police Public Affairs Manager Rob Baquera and Police Chief Troy Bergstrom recommending the City Council adopt RESOLUTION NO. 23-136 APPROVING A GRANT APPLICATION TO THE U.S. DEPARTMENT OF
JUSTICE, 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
approval of a request to submit a grant application to the U.S. Department of Justice
to implement the Roseville Community Care Project. The primary objective of this project is to establish and expand the collaborative partnership between law enforcement and behavioral specialists within the Roseville Police Department's Social Services Unit.
The total grant application funding request is
$550,000. If successful, the grant would be funded in FY2023-24. This solicitation requires an escalating percentage cash or in-kind match.
CC #:
2646
File #:
0323 & 0214
CONTACT:
Rob Baquera 916-774-5015 rb
[email protected]
6.12. California State Library - Grant Awards
Memo from Parks, Recreation & Libraries Manager Natasha Martin and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 23-139
ACCEPTING GRANT AWARDS FROM THE
CALIFORNIA STATE LIBRARY.
Staff requests Council accept grant awards from
California State Library for $8,528 to fund the continuation of the Zip Books program and $28,852 to fund the continuation of the Adult Literacy Program.
CC #:
2649
File #:
0214 & 0716
CONTACT:
Natasha Martin 916-774-5234 [email protected]
Ordinances (for introduction and first reading)
6.13. Transportation System Management - Roseville Municipal Code Ordinance Amendment
Memo from Alternative Transportation Manager Ed Scofield and Public Works Director Jason Shykowski recommending the City Council introduce for first reading an ORDINANCE OF THE COUNCIL OF THE CITY OF
ROSEVILLE AMENDING SECTIONS 11.33.010, 11.33.020, 11.33.030,
11.33.060, 11.33.070, 11.33.080, 11.33.090, 11.33.100, AND 11.33.120 OF CHAPTER 11.33 OF TITLE 11 OF THE ROSEVILLE MUNICIPAL CODE AND DELETING SECTIONS 11.33.110, 11.33.130 AND 11.33.140 OF CHAPTER 11.33 OF TITLE 11 OF THE ROSEVILLE MUNICIPAL CODE REGARDING TRANSPORTATION SYSTEM MANAGEMENT.
Staff
requests Council approve an amendment to Chapter 11.33 of Title 11 of the Roseville Municipal Code, also referred to as the Transportation System Management Ordinance. The changes include, an update to the program to be consistent with current transportation and air quality goals, including those identified in the General Plan; Incorporate the California Green Building Code requirements for bicycle and clean air/carpool parking for new buildings; and Streamline development review and improve the TSM implementation process for developers, businesses, and the City. There is no financial impact associated with this action.
CC #:
2651
File #:
0800-04
CONTACT:
Ed Scofield
916-774-5449
[email protected]
Ordinances (for introduction and adoption - appropriation/urgency measures)
6.14. Solaire Park – Design-Assist Construction Agreement Amendment, Approve Plans and Specifications, and Budget Adjustment
Memo from Park Development Project Manager Joel De Jong and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 23-137
APPROVING A FIRST AMENDMENT TO
DESIGN-ASSIST CONSTRUCTION AGREEMENT, BY AND BETWEEN
CARTER/KELLY, INC. AND THE CITY OF ROSEVILLE, AND
AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt
ORDINANCE NO.
6641
ORDINANCE OF THE COUNCIL OF THE CITY OF
ROSEVILLE
AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL
YEAR 2022-23
BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY
EFFECTIVE AS AN APPROPRIATION MEASURE.
Staff
requests Council approve an amendment to the Design-Assist Construction agreement with Carter/Kelly, Inc. with a revised contract amount of $2,444,420 for the construction of Solaire Park (formerly WB-50), approve the project plans and specifications, and approve a budget adjustment in the amount of $500,000.
The park is an 8.74-acre park site located in the Westbrook area of Sierra Vista off of Solaire Drive near Silver Spruce Drive. Funding for the park construction is provided through the Westbrook Neighborhood Park Fund and was appropriated in the FY2021-22 budget. The budget adjustment of $500,000 will be funded through the American Rescue Plan Act. This added amount allows the project to move forward. The funding source for maintenance is provided through the Westbrook Community Facilities District No. 2 (Public Services).
There will be no General Fund impact.
CC #:
2647
File #:
0704-01 & 0201-01
CONTACT:
Joel De Jong 916-774-5924 [email protected]
Ordinances (for second reading and adoption)
6.15. Second Reading - Municipal Code Amendments - Electric Utility ORDINANCE NO. 6643 OF THE COUNCIL OF THE CITY OF
ROSEVILLE AMENDING SECTIONS 14.04.010, 14.04.030, 14.04.045,
14.04.065, 14.04.080 AND 14.04.090 AND DELETING SECTION 14.04.071 OF CHAPTER 14.04 OF TITLE 4 OF THE ROSEVILLE MUNICIPAL
CODE REGARDING UTILITY CUSTOMER BILLING, ACCOUNTING
AND COLLECTIONS, AMENDING SECTIONS 14.24.055, 14.24.077,
14.24.195 AND 14.24.210 AND DELETING SECTION 14.24.030 OF CHAPTER 14.24 OF TITLE 4 OF THE ROSEVILLE MUNICIPAL CODE REGARDING ELECTRICAL ENERGY, for second reading and adoption.
CC #:
2654
File #:
0800-03
CONTACT:
Joanna Cucchi 916-746-1609 [email protected]
Reports / Requests
6.16. Annual Comprehensive Financial Report and Other Audit Reports for Fiscal Year Ended June 30, 2022
Memo from Accounting Supervisor Kyle Horton and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council receive four informational financial reports for the fiscal year ended June 30, 2022, along with two required auditor communication letters. There is no impact to the City's General Fund.
CC #:
2641
File #:
0202-01
CONTACT:
Dennis Kauffman 916-774-5313 [email protected]
Ceremonial Documents
6.17. Proclamation - Building Safety Month
Proclaim the month of May 2023 as Building Safety Month
and encourage
citizens to join with their communities in participation of Building Safety Month activities.
CC #:
2652
File #:
0102-06
CONTACT:
Blair Hutchison 916-774-5266 [email protected]
6.18. Resolution - Nancy Renslo
Commend Nancy Renslo for her 17 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 #:
2653
File #:0102-10
CONTACT:
Blair Hutchison 916-774-5266 [email protected]
END OF CONSENT CALENDAR
7. RESOLUTIONS
7.1. Westbrook Community Facilities District No. 1 Special Tax Bonds, Series 2023 Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 23-130
A RESOLUTION AUTHORIZING
THE ISSUANCE OF SPECIAL TAX BONDS FOR AND ON BEHALF OF
THE CITY OF ROSEVILLE WESTBROOK COMMUNITY FACILITIES
DISTRICT NO. 1 (PUBLIC FACILITIES), APPROVING AND DIRECTING
THE EXECUTION OF SUPPLEMENT TO FISCAL AGENT AGREEMENT,
APPROVING THE FORM OF PRELIMINARY OFFICIAL STATEMENT,
APPROVING SALE OF SUCH BONDS PURSUANT TO BOND
PURCHASE AGREEMENT, AND APPROVING OTHER RELATED
DOCUMENTS AND ACTIONS. Staff requests Council authorize the issuance of special tax bonds for and on behalf of the City Westbrook Community Facilities District No. 1 (Public Facilities), approving and directing the execution of Supplement No. 3 to Fiscal Agent Agreement, approving the form of Preliminary Official Statement, approving sale of such bonds, approving the Bond Purchase Agreement, approving the Third Amendment to Funding, Construction and Acquisition Agreement, and approving other related documents and actions.
The 2023 Bonds are being issued at the developer's
request in an amount not to exceed $4,500,000. This is the fourth series of bonds being issued for the District. The Bonds will be used to i) construct and acquire certain public facilities authorized for the District, (ii) provide for a deposit to a debt service reserve account for the 2023 Bonds, (iii) provide capitalized interest on a portion of the debt service due on the 2023 Bonds through September 1, 2023, and (iv) pay costs of issuance of the 2023 Bonds.
The CFD will generate special taxes that will be paid by the property owners sufficient to pay the costs of the debt service, CFD administration, and any authorized pay-as-you-go facilities. The issuance of this fourth series of bonds will not impact the City's General Fund.
CC #:
2639
File #:
0206-03-01
CONTACT:
Jeannine Thrash 916-774-5473 [email protected]
Dennis Kauffman 916-774-5313 [email protected]
8. PUBLIC HEARING
NOTICE TO THE PUBLIC
City Council, when considering the matter scheduled for hearing, will take the following actions:
1. 2.
3. 4.
5. 6.
Open the Public Hearing
Presentation by Staff
Presentation by applicant or Appellant
Accept Public Testimony
Appellant or Applicant Rebuttal Period
Close the Public Hearing
7. 8.
City Council Comments and Questions
City Council Action
In the future, if you wish to challenge in court any of the matters on this agenda for which a public hearing is to be conducted, you may be limited to raising only those issues, which you, or someone else raised orally at the Public Hearing or in written correspondence received by the City on or before the hearing.
Public Hearings listed for continuance will be continued as noted and posting of this agenda serves as notice of continuation.
8.1. Adoption of a Schedule of Maintenance Costs and Charges for Community Facilities Districts
Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 23-140 ADOPTING A SCHEDULE OF
MAINTENANCE COSTS AND CHARGES FOR COMMUNITY
FACILITIES DISTRICTS. Staff recommends the City Council approve the Schedule of Maintenance Costs and Charges for Maintenance Community Facilities Districts effective July 1, 2023 through June 30, 2024. The Schedule of Maintenance Costs and Charges for Maintenance Community Facilities Districts (CFDs) identifies costs for services provided by the City at the request of, or on behalf of, individual districts, as opposed to the public at large, and is reviewed annually. The Schedule of Maintenance Costs and Charges for Maintenance CFDs is intended to target full cost recovery in a fair and reasonable manner for all future maintenance CFDs, and annexations into existing maintenance CFDs, once implemented. The proposed schedule of costs and charges, effective July 1, 2023 through June 30, 2024, is based on the results of a study completed in FY2022-23. The report is included as an attachment to the City Council resolution. The fees currently in place are sufficient to recover approximately 90-95% of the City’s service district maintenance costs. The adjusted fees are intended to recover 100% of the maintenance costs. Implementation of this schedule of costs and charges is subject to formation of new districts, or annexations into existing districts, to which the schedule would apply; therefore, no fiscal impact is estimated at this time.
CC #:
2650
File #:
0206-03
CONTACT:
Jeannine Thrash 916-774-5473 [email protected]
Dennis Kauffman 916-774-5313 [email protected]
9. COUNCIL REPORTS / PUBLIC COMMENTS
10. ADJOURNMENT
COUNCIL COMMUNICATION
CC #:
2643
File #:
0800-02
Title:
Centrifuge Services - Contract Purchase Agreement
Contact:
Blaine Wiegel 916-746-1833
[email protected]
Meeting Date: 4/19/2023
Item #: 6.1.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute contract purchase agreement 3002728 with Centrifuge-Systems, LLC dba Centrisys (Centrisys) for the repair, service, testing, and replacement of centrifuge systems at the Water and Wastewater treatment plants.
Staff additionally requests authorization to utilize the four (4) optional one (1) year renewals of the contract without further Council approvals until the contract expires or until City staff determines that continuing with the same vendor is not in the City's best interest.
BACKGROUND
The Environmental Utilities Department published Request for Proposals (RFP) 08-102 requesting proposals for centrifuge services at the Water and Wastewater treatment plants. These treatment plants maintain five centrifuges for dewatering solids before transporting them.
Dewatering is an important part of the treatment process and essential for lowering hauling costs.
Submitted proposals were evaluated on experience, qualifications, and proposed cost. Centrisys was ranked first in all categories.
Centrifuges include three GEA and two Siemens units:
Model Serial
1. CA-755-00-32 8002-121
2. CA-755-00-32 8002-122
3. CA-755-00-32 8004-946
4. CD45-432 JS00147
5. CD45-432 JS00148
FISCAL IMPACT
The estimated annual cost of service is $150,000, with funding from the Environmental Utilities Department’s FY2022-23 Operations budget for the Water and Wastewater treatment plants.
Estimated projected spending for optional renewal years is as follows: $150,000 FY2023-24, $150,000 FY2024-25, $150,000 FY2025-26, and $150,000 FY2026-27 with a not-to-exceed amount of $750,000 over five years.
ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment (CEQA Guidelines §15061(b)(3)). Entering into a vendor contract to perform existing services does not include the potential for a significant environmental effect, and therefore is not subject to CEQA.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal D - Enhance economic vitality
Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth
Respectfully Submitted,
Blaine Wiegel, Preventative Maintenance Coordinator
Richard Plecker, Environmental Utilities Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Resolution 23-133
Contract
RESOLUTION NO. 23-133
APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND BETWEEN THE CITY
OF ROSEVILLE AND CENTRIFUGE-SYSTEMS, LLC DBA CENTRISYS, AND
AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF
THE CITY OF ROSEVILLE
WHEREAS, a contract purchase agreement (3002728) for centrifuge services, by and between the City of Roseville and Centrifuge-Systems, LLC dba Centrisys, has been reviewed by the City Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said agreement is approved and the City Manager is authorized to execute it on behalf of the City of Roseville.
BE IT FURTHER RESOLVED that the City Manager or his designee is authorized 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.
PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2023, by the following vote on roll call:
AYES COUNCILMEMBERS:
NOES COUNCILMEMBERS:
ABSENT COUNCILMEMBERS:
_______________________________
MAYOR
ATTEST:
__________________________
City Clerk
COUNCIL COMMUNICATION
CC #:
2634
File #:
0203-01
Title:
Fleet Truck and Equipment Purchases – Purchase Orders
Contact:
Brandy LeBeau 916-774-5531 [email protected]
Meeting Date: 4/19/2023
Item #: 6.2.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council approve:
A
sole source purchase order to Altec Industries, Inc. for one (1) Altec AT41P articulating telescopic aerial device utilizing Sourcewell contract# 110421-ALT as a replacement for Fleet ID 12-380 approved in the FY2022-23 Electric Fund budget. The total cost, including options and sales tax, is $320,450; and
A purchase order to The Pape Group Inc. Pape DW Inc. dba Ditch Witch West for two (2) TowMaster T-40T trailers utilizing Sourcewell contract# 092922-MNR as a replacement for Fleet ID 06-651 and 06-653 approved in the FY2022-23 Fleet Replacement budget. The total cost, including options and sales tax, is $101,223
BACKGROUND
Sourcewell is a public agency that offers competitively solicited purchasing contracts for products and equipment to all government, education, and non-profit agencies across the U.S. The City will use Soucewell to purchase the Altec AT41P bucket truck and TowMaster trailers.
Altec Industries, Inc. is the sole manufacturer and distributor of Altec products. The City currently owns and operates more than twenty Altec vehicles. Fleet services have standardized on this brand due to price, factory training, and equipment needs of municipalities. The Public Works Traffic Signals division is purchasing one (1) Altec AT41P articulating telescopic aerial device to replace Fleet ID 12-380. A sole source is necessary because the material handling platform and public safety amber lighting options exceed the options pricing threshold using Sourcewell pricing.
The traffic signals maintenance technicians use this truck to perform daily routines, including system maintenance, construction inspection and management, traffic control setup, and equipment transfers. In addition, aerial lift operations include maintenance of the traffic signal displays, signs, vehicle detection systems, and safety lighting duties.
U.S. TowMaster trailers are built to tow heavy-duty equipment such as backhoes, excavators, and tractors. Due to the craftsmanship and lifetime warranty, the City has been using TowMaster trailers for more than twenty years. The Environmental Utilities Wastewater Collections division is purchasing two (2) TowMaster T-40T Trailers to replace Fleet ID 06-651 and 06-653. These trailers transport equipment such as backhoes, excavators, and materials to perform service or repair the wastewater collection system.
Vehicle replacements are based on the Fleet Scoring System, which considers factors such as age, mileage, reliability, prior maintenance and repair costs, and current condition. Below are the vehicle replacement scores. A score of 23 or more indicates that the vehicle is eligible for replacement.
Vehicle ID
Replacement Score
Vehicle Condition
12-380
24 Meets City replacement criteria
06-651
25 Meets City replacement criteria
06-653
25 Meets City replacement criteria
FISCAL IMPACT
The total cost for one (1) Altec AT41P articulating telescopic aerial device, including options and sales tax, is $320,450. Funding is included in the FY2022-23 Electric Fund budget.
The total cost for two (2) TowMaster T-40T trailers, including options and sales tax, is $101,223.
Funding is included in the FY2022-23 Fleet Replacement budget.
ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. The purchase of a truck and equipment meets the above criteria and is not subject to CEQA. No additional environmental review is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A – Remain fiscally responsible in a changing world.
Goal E – Deliver exceptional city services.
Goal F – Invest in well-planned infrastructure and growth.
Respectfully Submitted,
Brandy LeBeau, Fleet Manager
Jason Shykowski, Public Works Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
COUNCIL COMMUNICATION
CC #:
2640
File #:
0203-12
Title:
Fire Personal Protective Equipment - Purchase Order
Contact:
Jason Rizzi 916-774-5802 [email protected]
Meeting Date: 4/19/2023
Item #: 6.3.
RECOMMENDATION TO COUNCIL
Staff
recommends that the City
Council approve a purchase order for Personal Protective Equipment (PPE) purchases made on an as-needed basis by the Fire Department through Allstar Fire Equipment, a Lion corporation authorized reseller, utilizing the League of Oregon Cities contract through National Purchasing Partners (NPPGov) contract number PS20065.
Staff requests authorization to continue renewing the contract without further Council approval upon verification of each of the two remaining optional renewals years on the piggyback contract until the contract expires or until staff determines that continuing with the same vendor is not in the City's best interest.
BACKGROUND
This is a publicly solicited contract established through a Request for Proposals process conducted by the League of Oregon Cities (Contract #PS20065) for the initial term ending April 13, 2023, and includes three additional one-year optional renewals.
The Fire Department continues to have a requirement to maintain proper personal protective equipment (PPE) for the operational staff. The PPE requirements and recommendations are outlined in the guidelines from the National Fire Protection Association and Occupational Safety Health Administration regulations. This includes a life span of ten years for structural turnout clothing.
The structural turnout clothing (PPE) is used by fire and rescue personnel when fighting fires, responding to vehicles, and when incidents such as gas leaks occur. The clothing provides protection from heat, steam, blood borne pathogens, falling objects, and provides for visibility/identification. It is imperative that this equipment is in good working order at all times.
Every firefighter is assigned two sets of structural turnout clothing (PPE) to allow for cleaning, inspections, repair, and, if necessary, replacement. As new staff are hired, new sets need to be purchased for those individuals.
FISCAL IMPACT
The total estimated purchases for the first one year term, 4/13/2023 to 4/12/2024, will be $300,000 which is included as part of the Fire Department’s approved annual budget. For the two remaining one year terms of the contract, estimated purchases will be $300,000 for 4/13/2024 to 4/12/2025 and $300,000 for 4/13/2025 to 4/12/2026. Funding for future fiscal year's purchases will be included in the department annual budget.
ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. Approval of a purchase order for PPE meets the above criteria and is not subject to CEQA. No additional environmental review is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world.
Respectfully Submitted,
Jason Rizzi, Assistant Fire Chief
Rick Bartee, Fire Chief
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Resolution 23-131
RESOLUTION NO. 23-131
APPROVING A PURCHASE ORDER FOR PERSONAL PROTECTIVE EQUIPMENT
WHEREAS, a purchase order for the purchase of personal protective equipment, between the City of Roseville and Allstar Fire Equipment, a Lion corporation authorized reseller, has been reviewed by the Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said purchase order is hereby approved upon verification of the approved optional renewal on the piggyback contract and the City Manager or his designee is additionally authorized to continue renewing the Purchase Order without further contract Council approval, upon verification of the approved optional renewal years on the piggyback contract until that contract expires or until staff determines that continuing with the same vendor is not in the City's best interest.
PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2023, by the following vote on roll call:
AYES COUNCILMEMBERS:
NOES COUNCILMEMBERS:
ABSENT COUNCILMEMBERS:
_______________________________
MAYOR
ATTEST:
__________________________
City Clerk
COUNCIL COMMUNICATION
CC #:
2635
File #:
0900-04
Title:
Taylor Road Park and Ride Lot Improvement Project - Approval of Plans and Specifications and Authorization to Call for Bids
Contact:
Cathy Gosalvez 916-774-1300 [email protected]
Meeting Date: 4/19/2023
Item #: 6.4.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council approve the plans and specifications for the Taylor Road Park and Ride Improvement Project and authorize staff to call for bids.
BACKGROUND
The Taylor Road Park and Ride Improvement Project consists of improvements to the existing CalTrans Park and Ride Lot, located on the west side of Taylor Road, between Eureka Road and Roseville Parkway (adjacent to Golfland Sunsplash).
The City of Roseville Public Works/Alternative Transportation Division currently operates a transit stop within the CalTrans Park and Ride Lot, providing service for the City’s commuter routes to downtown Sacramento. Placer County Transit also utilizes this bus stop for weekday commuter service. While CalTrans owns the Park and Ride Lot, the City owns the existing transit shelter & bike locker improvements.
The proposed project includes an expansion of the concrete bus shelter pad to allow for an additional bus loading area, ADA improvements, including new curb ramps, and the installation of conduit for future data and electrical connections.
Construction is anticipated to begin in September of 2023 and be complete by October of 2023.
Construction plans and specifications for the project have been completed and are attached.
FISCAL IMPACT
The engineer's estimate for construction is approximately $110,000. The project is being funded with Low Carbon Transportation Operations Program (LCTOP) grant funds and State of Good Repair Program funds. Staff will return to City Council at a later date to appropriate the funding for this project. This project will not impact the General Fund.
ENVIRONMENTAL REVIEW
The proposed project involves the minor alteration of an existing facility. This activity is categorically exempt from CEQA as a Class 1 Exemption (State CEQA Guidelines Section 15301). The Exemption has been prepared and no further CEQA action is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal C - Maintain a safe and healthy community
Goal F - Invest in well-planned infrastructure and growth
Respectfully Submitted,
Cathy Gosalvez, Associate Engineer
Jason Shykowski, Public Works Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Location Map
Taylor Road Plans
Taylor Project Manual
N/A
N/A
GENERAL NOTES & ABBREVIATIONS
C02
PROJECT NO.
SHEET NO. OF
R.E.Y. ENGINEERS, INC.
905 Sutter Street, Suite 200 Folsom, CA 95630
Phone: (916) 366-3040 Fax: (916) 366-3303
Civil Engineers | Land Surveyors | LiDAR
C08
CITY OF ROSEVILLECALIFORNIA
IMPROVEMENT PLANS FOR:
ENGINEER'S STAMP
ABBREVIATIONS
AB - AGGREGATE BASE
ABN - ABANDONED
AP - ANGLE POINT
APN - ASSESSOR PARCEL NUMBER
AVE - AVENUE
BLDG - BUILDING
BOW - BACK OF WALK
CAMUTCD - CALIFORNIA MANUAL OF TRAFFIC
CONTROL DEVICES (REV. 5)
C, G, S - CURB, GUTTER, AND SIDEWALK
COMM - COMMUNICATION
CONC - CONCRETE
CL - CENTERLINE
CR - CURB RETURN
ELEC - ELECTRIC
EL - ELEVATION
EP - EDGE OF PAVEMENT
(E) - EXISTING
FG - FINISH GRADE
FL - FLOW LINE
FT - FEET
H - HORIZONTAL
HMA - HOT MIX ASPHALT
IN - INCH
LT - LEFT
LF - LINEAR FOOT
LL - LIMIT LINE
LN - LANE
MAX - MAXIMUM
MH - MANHOLE
MIN - MINIMUM
NTS - NOT TO SCALE
O.C. - ON CENTER
OG - ORIGINAL GROUND
OHE - OVERHEAD
PVMT - PAVEMENT
R&R - REMOVE & REPLACE
RT = RIGHT
R/W - RIGHT OF WAY
SF - SQUARE FOOT
SHLD - SHOULDER
S - SLOPE
SPECS - SPECIFICATIONS AND SPECIAL PROVISIONS
ST - STREET
STA - STATION
STD - STANDARD
SW - SIDEWALK
TBC - TOP BACK OF CURB
TYP - TYPICAL
VAR - VARIES
WH/AP - WHERE APPLICABLE
W - WATER
WM - WATER METER
XING - CROSSING
BASIS OF COORDINATES AND ELEVATIONS:
SURVEY NOTES:
COORDINATES, BEARINGS AND DISTANCES ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83) CONVERTED TO THE CALIFORNIA STATE COORDINATE SYSTEM, ZONE 2, U.S. SURVEY FOOT UNITS. VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), U.S.
SURVEY FOOT UNITS, AS CALCULATED BY THE CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS).
STATION NORTHING EASTING ELEVATION
SACRAMENTO COOP CORS ARP
(PID DH8725, CORS_ID SACR) 2001011.35 6746077.48 124.44 ELEVATIONS ARE BASED ON NAVD88 (GEOID18)
UTILITY REPRESENTATIVES
REPRESENTATIVE TELEPHONE
PG & E
U.S.A.
FIRE DEPARTMENT
U.S.A.
FIRE
ELECTRICITY
GAS
PG & E
(916) 774-5800
SEWER
CITY OF ROSEVILLE, WATER
WATER
JASON RIZZI
SURVEY CONTROL DATA
POINT NORTHING EASTING LINE STATION DESCRIPTION OFFSET
X ON CURB6,773,324.272,039,507.266001 "A" 1+21.48 109.73'
ELEVATION
191.18'
CITY OF ROSEVILLE, WASTEWATER
(800) 642-2444
(925) 588-3508
(925) 588-3508
6002 6,773,232.962,039,609.71 193.07' REBAR & CAP"A" 1+50.45 24.44'
GOLDEN STATE UTILITY COMPANY
COMMUNICATION
(916) 387-6255MIKE URES
COMMUNICATION
(469) 886-4238ZEMENU BEJIGA
ROSEVILLE ELECTRIC
ELECTRICITY
(916) 241-6776JOEY McKINNEY
SEAN BIGLEY (916) 774-5770
(916) 774-5770
Rt/Lt
Rt
Lt
MCI WORLDCOM (VERIZON)
COMCAST
CABLE TV
(916) 830-6757STEVE ABELIA
WAVE BROADBAND
COMMUNICATION
(916) 672-6853BOBBY HOLMES
COMMUNICATION
(916) 786-1217MONTEGOMERYCONSOLIDATED COMMUNICATIONS
LARRY
GENERAL NOTES
1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS AND THE LATEST
EDITION AND AMENDMENTS OF THE CITY OF ROSEVILLE DESIGN AND CONSTRUCTION STANDARDS.
2. THE CITY OF ROSEVILLE IS A MEMBER OF THE UNDERGROUND SERVICE ALERT (U.S.A.) ONE-CALL SYSTEM. THE CONTRACTORS SHALL NOTIFY THE U,S.A. CENTER 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK BY CALLING 1-800-227-2600.
3. THE CONTRACTOR SHALL MARK IN WHITE PAINT ALL AREAS TO BE EXCAVATED PRIOR TO CONTACTING U.S.A. ANY AREAS NOT MARKED WILL NOT BE SUBJECT TO U.S.A., AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM EXCAVATION.
4. THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATIONS AND ELEVATIONS OF EXISTING
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION OF THE NEW IMPROVEMENTS CONNECTING TO OR IN THE VICINITY OF THE SAME.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS ON THE JOB SITE.
6. THE CONTRACTOR SHALL PLACE BOXED SURVEY MONUMENTS WITH 1-1/2" BRONZE HEAD SET IN CONCRETE (STD. DWG. ST-36) AT LOCATIONS SHOWN ON THESE PLANS.
7. A.C. SURFACE SHALL BE CUT TO A NEAT, STRAIGHT LINE PARALLEL WITH THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING.
THE EXPOSED BASE MATERIAL SHALL BE GRADED, RE-COMPACTED, AND RESEALED PRIOR TO PAVING.
8. ANY EXISTING CONCRETE SURFACE TO BE REMOVED SHALL BE SAW CUT TO A NEAT, STRAIGHT LINE.
9. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN THAT SHALL BE ACCEPTED BY
THE ENGINEERING DIVISION OF PUBLIC WORKS BEFORE START OF WORK IN RIGHT-OF-WAY AND SHALL BE IN ACCORDANCE WITH CALIFORNIA MUTCD LATEST EDITION. AT LEAST ONE
LANE IN EACH DIRECTION SHALL REMAIN OPEN TO TRAFFIC UNLESS OTHERWISE SHOWN ON THE PLANS. TRAFFIC CONTROL HOURS ARE SUBJECT TO LIMITATION BY THE CITY. TRAFFIC CONTROL WITH LANE CLOSURES THAT AFFECT TRAFFIC FLOW MAY REQUIRE NIGHT WORK. IF,
AS A PART OF TRAFFIC CONTROL MEASURES, A ROADWAY CLOSURE HAS BEEN APPROVED, THE CONTRACTOR SHALL NOTIFY DEVELOPMENT SERVICES CONSTRUCTION INSPECTOR 72 HOURS IN ADVANCE OF SETTING UP THIS CLOSURE.
10. CURB RAMPS CONFORMING TO ALL ADA AND TITLE 24 REQUIREMENTS SHALL BE PLACED AT ALL NEW STANDARD CURB RETURNS (STANDARD DRAWING ST-27) AND STANDARD TYPE A-7 DRIVEWAYS. WHERE EXISTING RAMPS DO NOT MEET CURRENT ADA AND TITLE 24 REQUIREMENTS, THE RAMPS SHALL BE UPGRADED IN CONFORMANCE WITH MINIMUM TITLE 24 REQUIREMENTS. WHERE EXISTING RAMPS DO NOT INCLUDE DETECTABLE WARNING PANELS (TRUNCATED DOMES), PANELS SHALL BE RETROFITTED PER THE CONSTRUCTION STANDARDS.
11. DRAIN INLETS NOT WITHIN A PAVED AREA SHALL HAVE A 12" WIDE COLLAR OF 6" THICK P.C.C.
OR 2" THICK A.C.
12. PRIOR TO THE CERTIFICATE OF COMPLETION ON ALL SINGLE-FAMILY RESIDENTIAL
SUBDIVISIONS, THE DEVELOPER SHALL SUBMIT A LETTER FROM THE POST OFFICE STATING THAT ITS REQUIREMENTS FOR MAILBOX CLUSTER PADS HAVE BEEN SATISFIED.
13. ALL UNDERGROUND UTILITIES WITHIN EXISTING OR PROPOSED CITY OF ROSEVILLE EASEMENTS SHALL REQUIRE A MINIMUM OF 90% COMPACTION ON THE TRENCH BACKFILL.
COMPACTION OF BACKFILL BY JETTING IS NOT PERMITTED IN CITY OF ROSEVILLE RIGHT OF
WAY AND EASEMENT AREAS OR WITHIN DEDICATED RECLAIMED WATER, STORM, SEWER OR WATER EASEMENTS AND MAINS.
14. THE CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION MEETING ONE-WEEK PRIOR TO STARTING WORK. MEMBERS OF THE CITY OF ROSEVILLE DEVELOPMENT SERVICES
DEPARTMENT, ENVIRONMENTAL UTILITIES DEPARTMENT AND ALL OTHER UTILITY
REPRESENTATIVES SHALL BE NOTIFIED BY THE CONTRACTOR AS TO THE DATE AND LOCATION OF THE MEETING.
15. PRIOR TO EXCAVATION OF TRENCHES 5 FEET OR DEEPER, THE CONTRACTOR SHALL SUBMIT
TO THE DEVELOPMENT SERVICES DEPARTMENT OR ENVIRONMENTAL UTILITIES DEPARTMENT INSPECTOR A COPY OF THE COMPANY’S ANNUAL CALOSHA TRENCHING PERMIT AND A COPY OF THE COMPANY’S LETTER INFORMING CALOSHA OF THE TIME THE TRENCHING IS COMMENCING AND THE LOCATION OF THE WORK.
16. ALL PAINTED TRAFFIC STRIPES, ARROWS, AND PAVEMENT MARKINGS SHALL BE CONSTRUCTED WITH THERMOPLASTIC MATERIAL TO THE SPECIFICATIONS SET FORTH IN CHAPTER 3 OF THE CALIFORNIA MUTCD LATEST EDITION. NON-REFLECTIVE PAVEMENT MARKERS SHALL CONSIST OF CERAMIC MARKERS ONLY CONFORMING TO CHAPTER 3 OF THE CALIFORNIA MUTCD LATEST EDITION.
17. THE DEVELOPERS CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT EXISTING SITE AND ADJACENT IMPROVEMENTS FROM DAMAGE. THE CONTRACTOR SHALL BE RESPONSIBLE TO
REPAIR OR MAKE REPLACEMENT OF ALL CRACKED AND OTHERWISE PRE-EXISTING DAMAGED
PUBLIC IMPROVEMENTS ALONG THE FRONTAGE OF THE PROJECT SITE AND ANY DAMAGE
RESULTING FROM CONSTRUCTION TO CURRENT CITY STANDARDS AND AT THEIR OWN EXPENSE. THE EXTENT OF THE REPAIRS SHALL BE DETERMINED BY THE DEVELOPMENT
SERVICES CONSTRUCTION INSPECTOR AND SHALL BE COMPLETED PRIOR TO THE CITY ACCEPTANCE OF THE IMPROVEMENTS.
18. WHERE COMBINATIONS OF SIDEWALK OR CURB AND GUTTER ARE PLACED CONTIGUOUS TO EXISTING, ALL ADJOINING EXISTING CONCRETE VERTICAL FACES SHALL BE DOWELED. ALL
ABUTTING SIDEWALK ENDS SHALL BE DOWELED MID-SECTION VERTICALLY WITH TWO DOWELS FOR FOUR THROUGH SIX-FOOT WIDE SIDEWALK AND THREE DOWELS FOR WIDER SIDEWALK.
ABUTTING CURB AND GUTTER ENDS SHALL BE DOWELED TWICE, 18 INCHES APART AT GUTTER PAN MID-SECTION. DOWEL CONNECTIONS OF LONGITUDINAL RUNS OF SIDEWALK TO BACK OF CURB SHALL BE THREE FEET ON CENTER. ALL DOWELS SHALL BE 16 INCHES LONG, GRADE 60; #4 REBAR PENETRATING FOUR INCHES. THE DOWEL HOLE SHALL BE 5/8-INCH DIAMETER AT A SLIGHT HORIZONTAL ANGLE FROM PERPENDICULAR. THE PENETRATING PORTION OF THE
DOWEL AND THE ENTIRE (CLEANED) VERTICAL SURFACE OF THE ADJOINING, EXISTING CONCRETE SHALL BE THOROUGHLY COATED WITH STATE STANDARD TWOPART EPOXY.
19. WHEN SAWCUTTING WITHIN THE STREET FOR TRENCHING OR OTHER PURPOSES, CONTRACTOR SHALL GRIND 1½” OF PAVEMENT BETWEEN THE LANE LINES (FROM LANE STRIPE TO LANE STRIPE) UPON COMPLETION OF THE SAWCUTTING AND OR TRENCHING WORK.
WHERE THE SAWCUTTING OCCURS BETWEEN THE CURB AND GUTTER AND NEAREST LANE STRIPE (INCLUDING BIKE LANES), THE SAME 1 ½” GRIND SHALL BE REQUIRED. CONTRACTOR
TO PLACE A PETROMAT FABRIC OR APPROVED EQUAL BY THE CITY OF ROSEVILLE AND
OVERLAY FROM LANE STRIPE TO LANE STRIPE, OR CURB TO LANE STRIPE AND RESTRIPE OR REPLACE ANY DELINEATORS REMOVED DURING THE GRIND.
20. ALL PUBLICLY MAINTAINED STORM DRAIN ON PRIVATE PROPERTY SHALL BE A MINIMUM OF 12
INCHES IN DIAMETER AND SHALL BE RCP CL IV, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
21. FOR RESIDENTIAL SUBDIVISIONS, UNLESS OTHERWISE APPROVED BY DEVELOPMENT
SERVICES ENGINEERING, THE FINAL GRADING OF THE PROJECT SITE SHALL BE CONSTRUCTED TO ACCOMMODATE A MAXIMUM DRIVEWAY SLOPE OF 14% FOR EACH RESIDENTIAL LOT, AS MEASURED FROM THE BACK OF THE SIDEWALK TO THE GARAGE (20-FT SET BACK). IT WILL
REMAIN THE RESPONSIBILITY OF THE BUILDERS/DEVELOPER TO DESIGN A HOUSE THAT PROVIDES SUITABLE ACCESS TO THE PARCEL.
22. THE CONTRACTOR SHALL PLACE FILTER FABRIC BETWEEN THE INITIAL BEDDING AND BACKFILL AND THE TRENCH BACKFILL FOR SANITARY SEWERS DEPTH GREATER THAN 15 FEET MEASURED TO THE PIPE INVERT.
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED BY OCTOBER 5 OR AS APPROVED BY THE CITY ENGINEER AND SPECIFIED ON THE GRADING PLANS.
2. STRAW BALES SHALL BE STOCKPILED ON SITE AT A RATE OF 1.5 BALES PER ACRE BY SEPTEMBER
25. MEASURES SHALL BE PROVIDED TO KEEP STRAW DRY.
3. ALL SLOPES GREATER THAN 10:1 SHALL BE COVERED WITH BROADCAST STRAW AT A RATE OF 50 BALES OR 4000 POUNDS PER ACRE. FOR SLOPES 4:1 OR STEEPER, STRAW SHALL BE PRESSED IN PLACE. THE ENGINEERING DIVISION SHALL APPROVE OTHER METHODS.
4. SLOPES STEEPER THAN 4:1 AND ADJACENT TO CITY RIGHT OF WAY, FLOOD PLAINS, NATURAL DRAINAGES, PARK LAND OR DESIGNATED OPEN SPACE SHALL BE HYDROSEEDED.
5. ALL BARE AREAS, REGARDLESS OF SLOPE, WITHIN 50 FEET OF NATURAL DRAINAGES SHALL BE COVERED WITH STRAW AND PRESSED IN PLACE.
6. WHERE REQUIRED, BROADCAST SEED SHALL BE APPLIED AS FOLLOWS:
i. BLANDO BROME 12 LBS/ACRE
ii. ROSE CLOVER 9 LBS/ACRE
7. AREAS WITH SANDY, DRY SOIL SHALL BE:
i. ZORRO ANNUAL FESCUE 12 LBS/ACRE
ii. ROSE CLOVER 9 LBS/ACRE
8. 16-20-0 FERTILIZER OR EQUIVALENT SHALL BE APPLIED AT A RATE OF 500 POUNDS PER ACRE. IF HYDROSEEDING/MULCHING IS USED, SEED QUANTITIES SHALL BE INCREASED BY 30 PERCENT.
9. NO GRADING OR TRENCHING, EXCEPT AS REQUIRED FOR EROSION OR SEDIMENT CONTROL, SHALL OCCUR WITHIN 35 FEET FROM THE CENTERLINE OF PERENNIAL AND INTERMITTENT DRAINAGE SWALES BETWEEN OCTOBER 5 AND APRIL 1 EXCEPT AS APPROVED BY THE DEPARTMENT OF FISH AND GAME.
10. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOLLOWING ALL STORMS TO ENSURE THAT ALL MEASURES ARE FUNCTIONING PROPERLY.
11. SEDIMENT AND TRASH ACCUMULATED IN DRAINAGES OR DETENTION BASINS SHALL BE REMOVED AS SOON AS POSSIBLE. IN ADDITION, OIL AND MATERIAL FLOATING ON WATER SURFACE MUST BE SKIMMED WEEKLY AND THE DEBRIS PROPERLY DISPOSED OF.
12. CONSTRUCTION ACTIVITIES OCCURRING BETWEEN OCTOBER 15 AND APRIL 1 SHALL HAVE
EROSION AND SEDIMENT CONTROL MEASURES IN PLACE OR CAPABLE OF BEING PLACED WITHIN 24 HOURS. THE CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION SITE IS PREPARED PRIOR TO THE ONSET OF ANY STORM.
13. THE CONTRACTOR SHALL ESTABLISH A SPECIFIC SITE WITHIN THE DEVELOPMENT FOR
MAINTENANCE AND STORAGE OF EQUIPMENT OR ANY OTHER ACTIVITY THAT MAY ADVERSELY CONTRIBUTE TO THE WATER QUALITY OF THE RUNOFF. THIS AREA SHALL HAVE A BERM LOCATED AROUND ITS PERIMETER. THIS AREA SHALL BE RESTORED TO ACCEPTABLE CONDITION UPON COMPLETION OF PROJECT.
14. HYDROSEEDING MAY BE CONSIDERED AS AN ALTERNATIVE TO BROADCAST STRAW SUBJECT TO
THE ENGINEERING DIVISION BASED ON A REVIEW OF THE EXISTING SITE CONDITIONS (LOCATION, SLOPES, PROXIMITY TO STREAMS) AND TIME OF YEAR.
EROSION/SEDIMENT CONTROL NOTES
C
C
C
E
OHE
OHE
O
E
E
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
E
OHE
OHE
OHE
OHE
E
185.0
185.0
185.0
184.0
186.0
187.0
188.0
189.0
188.0
188.0
188.0
0 1
50 50
31.25' Rt "A" 1+21.99
CURB RAMP CASE A
37.87' Rt "A" 1+48.82
CURB RAMP CASE F
23.68' Rt "A" 0+24.88
CURB RAMP CASE A
29.06' Rt "A" 0+52.89
END CONDUIT
177.34' Rt "A" 1+30.66
BEGIN CONDUIT
31.18' Rt "A" 0+24.20
CONCRETE PAD
END TYPE A3-6 CURB
EL = 188.26
15.90' Rt "A" 0+48.45
MATCH (E)CONCRETE PAD
BEGIN TYPE A3-6 CURB
EL 188.53 ±
31.90' Rt "A" 0+57.29
MATCH (E)CONCRETE PAD
BEGIN TYPE A3-6 CURB
EL 188.41 ±
22.51' Rt "A" 0+57.36
MATCH (E)CONCRETE PAD
EL 188.49 ±
22.44' Rt "A" 0+48.38
MATCH (E)CONCRETE PAD
EL 188.48 ±
22.50' Rt "A" 1+24.51
MATCH (E)CONCRETE PAD
EL 188.50 ±
22.42' Rt "A" 1+12.60
MATCH (E)CONCRETE PAD
EL 188.49 ±
32.30' Rt "A" 1+12.52
MATCH (E)CONCRETE PAD
EL 188.37 ±
40.31' Rt "A" 1+61.27
MATCH (E)SIDEWALK
EL 187.58 ±
35.47' Rt "A" 1+61.37
MATCH (E)SIDEWALK
EL 187.70 ±
52.41' Rt "A" 1+24.31
51.50' Rt "A" 0+04.15
13.52' Rt "A" 0+04.27
16.18' Rt "A" 0+24.33
CONCRETE PAD
END TYPE A3-6 CURB
EL = 188.47
13.59' Rt "A" 0+24.33
EL = 187.94
29.08' Rt "A" 0+55.39
END CONDUIT
N/A
1" = 10'
LAYOUT SHEET
C03
PROJECT NO.
SHEET NO. OF
R.E.Y. ENGINEERS, INC.
905 Sutter Street, Suite 200 Folsom, CA 95630
Phone: (916) 366-3040 Fax: (916) 366-3303
Civil Engineers | Land Surveyors | LiDAR
C08
CITY OF ROSEVILLECALIFORNIA
IMPROVEMENT PLANS FOR:
ENGINEER'S STAMP
LEGEND
SECTION A-A
5'
SCALE IN FEET
0 20'
10'
PLAN SCALE: 1"=10'
"A" LINE
N36°07'20"E
PARK AND RIDEDRIVEWAY
TAYLOR ROAD
C
E
CONDUIT
SECTION B-B
(E)HMA AND AB
TYPE A3-6 CURB
TYPE A3-6 CURB
16.0'
MIN. PIPE COVER OF 18"
SHALL BE TO THE TOP PIPE
3" HMA
6"
MAX
3" HMA / 6" CLASS 2
AB
SEAL COAT
6" CONCRETE SAWCUT
ANY LANDSCAPING
DISTURBED SHALL BE
RESTORE TO PRE
CONSTRUCTION CONDITION.
OHE
(E) MCI WORLDCOM (VERIZON)
(E) PG&E
(E) PG&E OVERHEAD
(E)#6 PULL BOX
2 - 2" (E)CONDUITS
FIBER #6 PULL BOX
LABELED "FIBER
OPTICS"
2 - 2" PVC GRAY,
SCHEDULE 40
CONDUITS FOR
FUTURE USE
L = 171 LF
2 - 2" PVC GRAY,
SCHEDULE 40
CONDUITS FOR
FUTURE USE
LIMITS OF
SEAL COAT
A = 2,762 SFS = 1.09%
MINOR CONCRETE
(SIDEWALK)
A = 403 SF
MINOR CONCRETE
(CURB RAMP)
A = 67 SF
MINOR CONCRETE
(CURB RAMP)
A = 82 SF
MINOR CONCRETE
(SIDEWALK)
A = 38 SF
MIINOR CONCRETE
(CURB RAMP)
A = 23 SF
MINOR CONCRETE
(SIDEWALK)
A = 42 SF
SEE CONSTRUCTION
DETAIL SHEET C06
SEE CONSTRUCTION
DETAIL SHEET C06
B B
A
A
MINOR CONCRETE
(CURB)
L = 25 LF
MINOR CONCRETE
(CURB)
L = 33 LF
MINOR CONCRETE
(CURB)
L = 4.5 LF
MINOR CONCRETE
(CURB)
L = 4.5 LF
6002
6001
NOTES:
1. 0.25' THICK PAVEMENT PER SECTION 71-4.D. (93% RELATIVE COMPACTION).
2. PIPE COVER TO BE A MINIMUM 18" (18" MIN TO 30" MAX).
3. "MINOR CONCRETE" CONFORMING TO THE PROVISIONS IN SECTION 71-5B, "CONCRETE", WITH FINE AGGREGATE (PEA GRAVEL MIX). CONCRETE SHALL BE FLOW-ABLE AT DISCRETION OF CITY INSPECTOR.
4. CONDUIT(S) AS SPECIFIED.
5. PLACE BINDER (TACK COAT) ON ALL SURFACES PRIOR TO PAVING PER SECTION 39 OF STATE STANDARD SPECIFICATIONS.
6. REINFORCING BARS 2 - #3 TO SUPPORT MULTIPLE CONDUITS, VERTICAL ALIGNMENT ONLY. REINFORCING BARS SHALL BE DRIVEN 6" INTO BOTTOM TRENCH AND WIRE TOGETHER AT THE TOP. REINFORCING BAR SUPPORTS SHALL BE 8'-0" ON CENTER. MAXIMUM 3 - 3" CONDUITS PER ROCKWHEEL TRENCH.
(E)ELECTRICAL
STUB
ELECTRIC #6 PULL
BOX
MINOR CONCRETE
1/2" DOWEL MIN.
8' C-C 18" LENGTH
185.0
185.0
185.0
184.0
186.0
187.0
188.0
189.0
188.0
188.0
188.0
0 1
50 50
C
C
C
OH
E
OHE
O
E
E
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
E
OHE
OHE
OHE
OHE
E
0 1
50 50
N/A
1" = 10'
DEMOLITION PLAN
C04
PROJECT NO.
SHEET NO. OF
R.E.Y. ENGINEERS, INC.
905 Sutter Street, Suite 200 Folsom, CA 95630
Phone: (916) 366-3040 Fax: (916) 366-3303
Civil Engineers | Land Surveyors | LiDAR
C08
CITY OF ROSEVILLECALIFORNIA
IMPROVEMENT PLANS FOR:
ENGINEER'S STAMP
LEGEND
5'
SCALE IN FEET
0 20'
10'
PLAN SCALE: 1"=10'
PROTECT IN PLACE
REMOVE CONCRETE
A = 85 SF
REMOVE CONCRETE
A = 120 SF
REMOVE CONCRETE
TO (E) SECOND
SCORE
A = 65 SF
REMOVE PAVEMENT
MARKING
REMOVE STRIPING
"A" LINE
N36°07'20"E
PARK AND RIDEDRIVEWAY
TAYLOR ROAD
(E)LIGHT POLE
(E)ELECTRICITY
BOX
(E)TRASHCAN
(E)BUS STOP
SIGN
PAVEMENT DELINEATION REMOVAL
PARKING STRIPE
STRIPING
(LF)
PAVEMENT
MARKINGS
(SQFT)
ISA MARKING
NO PARKING CROSS HATCH
46 10.0'
12.0'
13.0'
5.0'
9.0'
9.4'
315
452
SAWCUT
SAWCUT
RELOCATE
EXISTING PARKING
BUMPER
(E)BIKE LOCKER
TO REMAIN REMOVE CONCRETE
REMOVE BASE
AND SURFACING
REMOVE BASE
AND SURFACING
3.85 CY
REMOVE BASE AND
SURFACING
1.3 CY
REMOVE BASE AND
SURFACING
0.33 CY
SAWCUT
SAWCUT
2.0' SAWCUT
TYP
C
C
C
185.0
185.0
185.0
184.0
186.0
187.0
188.0
189.0
188.0
188.0
188.0
0 1
50 50
NO PARKING
NO PARKING
NO PARKING
N/A
1" = 10'
PAVEMENT DELINEATION & SIGNS PLAN
C05
PROJECT NO.
SHEET NO. OF
R.E.Y. ENGINEERS, INC.
905 Sutter Street, Suite 200 Folsom, CA 95630
Phone: (916) 366-3040 Fax: (916) 366-3303
Civil Engineers | Land Surveyors | LiDAR
C08
CITY OF ROSEVILLECALIFORNIA
IMPROVEMENT PLANS FOR:
ENGINEER'S STAMP
LEGEND
5'
SCALE IN FEET
0 20'
10'
PLAN SCALE: 1"=10'
12.0'
6.5'
9.0'
5.5'
9.6'
8.0' TYP
"A" LINE
N36°07'20"E
PARK AND RIDEDRIVEWAY
TAYLOR ROAD
CURB PAINT
(RED)
L = 108 LF
2.0' SPACING
TYP
SIGN DESIGNATION
PAVEMENT MARKING
R99C (CA)
PAVEMENT MARKING - NO PARKING MARKING (SEE
STANDARD PLAN A24E)
NO
PARKING
PAVEMENT MARKING - ISA MARKING (SEE STANDARD
PLAN A24C)
(A= 23 SF)
PAVEMENT MARKING - LADDER CROSSWALK (SEE
STANDARD PLAN A24F)
4" WIDE PAINTED
STRIPES - TYP
18.0' TYP
1.0' TYP
4' PARKING BUMPER (SEE
DETAIL ON THIS SHEET)
CURB PAINT (RED)
4" BLUE LINE
BORDERS, TYP.
4" WHITE LINE DIAGONALS
AT 3' MAXIMUM CENTERS,
TYP.
PAVEMENT DELINEATION
PARKING STRIPE
STRIPING
(LF)
PAVEMENT
MARKINGS
(SQFT)
ISA MARKING
NO PARKING CROSS HATCH
69 302
563
LADDER CROSSWALK 86
NO PARKING MARKING 6
ANY EXISTING STRIPING
DAMAGED BY CONDUIT
SHALL BE REPAINTED IN
FULL.
S = 0.80%
S = 1.20%
S = 0.24%
S = 1.19%
S = 0.28%
S = 1.31%
S = 1.09%
S = 1.80%
R7-8B (CA)
R99C (CA)
R7-8B (CA)
R100B (CA)
6' PARKING BUMPER
(SEE DETAIL ON THIS
SHEET)
PARKING BUMPER
NOT TO SCALE
VARIES
1.0'
#4 BAR ANCHOR PINS
14" LONG
3/4" DIAMETER HOLE
THROUGH EACH END
A
A
SECTION A-A
6.5"
3.0"
5.0"
#4 REINFORCING
BAR, TYP
ROADSIDE SIGN
(ONE POST)
OHE
OHE
OHE
OHE
OHE
OHE
OHE
188.0
188.0
188.0
NO PARKING
NO PARKING
23.68' Rt "A" 0+24.88
CURB RAMP CASE A
16.18' Rt "A" 0+24.33
CONCRETE PAD
EL = 188.47
31.18' Rt "A" 0+24.20
CONCRETE PAD
EL = 188.26
4.0'
21.74' Rt "A" 0+30.90
EL = 188.36
25.74' Rt "A" 0+30.87
EL = 188.34
21.68' Rt "A" 0+24.28
FL = 187.86
25.68' Rt "A" 0+24.25
FL = 187.84
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
187.0
188.0
NO PARKING
31.25' Rt "A" 1+21.99
CURB RAMP CASE A
37.87' Rt "A" 1+48.82
CURB RAMP CASE F
22.50' Rt "A" 1+24.51
MATCH (E)CONCRETE PAD
EL 188.50 ±
22.42' Rt "A" 1+12.60
MATCH (E)CONCRETE PAD
EL 188.49 ±
32.30' Rt "A" 1+12.52
MATCH (E)CONCRETE PAD
EL 188.37 ±
40.31' Rt "A" 1+61.27
MATCH (E)SIDEWALK
EL 187.58 ±
35.47' Rt "A" 1+61.37
MATCH (E)SIDEWALK
EL 187.70 ±
0.5'
4.0'
5.0'
25.73' Rt "A" 1+15.94
EL = 188.40
23.46' Rt "A" 1+19.24
EL = 188.46
28.00' Rt "A" 1+24.57
FL = 187.93
32.46' Rt "A" 1+18.02
FL = 187.87
35.36' Rt "A" 1+48.37
FL = 187.71
40.36' Rt "A" 1+48.26
FL = 187.58
35.45' Rt "A" 1+52.87
EL = 188.05
40.45' Rt "A" 1+52.76
EL = 187.92
N/A
AS SHOWN
CONSTRUCTION DETAIL SHEET
C06
PROJECT NO.
SHEET NO. OF
R.E.Y. ENGINEERS, INC.
905 Sutter Street, Suite 200 Folsom, CA 95630
Phone: (916) 366-3040 Fax: (916) 366-3303
Civil Engineers | Land Surveyors | LiDAR
C08
CITY OF ROSEVILLECALIFORNIA
IMPROVEMENT PLANS FOR:
ENGINEER'S STAMP
7.5% MAX
SOUTH SIDE CURB RAMP
NORTH SIDE CURB RAMPS
2.5'
SCALE IN FEET
0 10'
5'
PLAN SCALE: 1"=5'
4.0%
9.0%MAX
7.5% MAX
7.5% MAX
R = 7.0'
9.0%MAX
DETAIL A
DETAIL B
S = 0.57%
S = 0.80%
9.0%
MAX
9.0%
MAX
S = 1.09%
S = 1.80%
S = 1.99%
2.5'
SCALE IN FEET
0 10'
5'
PLAN SCALE: 1"=5'
A A
CC
B
B
ASPHALT 6.62'
VARIES
CONCRETE PAD
7.5% MAX
FLOWLINE
SECTION A - A
1.5% MAX
TOP OF RAMP
ROUNDED
ASPHALT7.0'
7.5% MAX
FLOWLINE
SECTION B - B
1.5% MAX
TOP OF RAMP
ROUNDED
(E) CONCRETE PAD
MATCH
ASPHALT 4.5'
7.5% MAX
FLOWLINE
SECTION C - C
4.0%
TOP OF RAMP
ROUNDED
(E) SIDEWALK
MATCH
8.5'
SIDEWALK
S = 1.99%
RETAINING
CURB
(E)AB
(E)AB
(E)AB
C
C
C
E
E
E
E
E
185.0
185.0185.0
184.0
186.0
187.0
188.0
189.0
187.0
187.0
188.0
188.0
188.0
0 1
50 50
8 0.0
808.080
N/A
1" = 20'
CONSTRUCTION WORK AREA
C07
PROJECT NO.
SHEET NO. OF
R.E.Y. ENGINEERS, INC.
905 Sutter Street, Suite 200 Folsom, CA 95630
Phone: (916) 366-3040 Fax: (916) 366-3303
Civil Engineers | Land Surveyors | LiDAR
C08
CITY OF ROSEVILLECALIFORNIA
IMPROVEMENT PLANS FOR:
ENGINEER'S STAMP
10'
SCALE IN FEET
0 40'
20'
PLAN SCALE: 1"=20'
PARK AND RIDEDRIVEWAY
TAYLOR ROAD
LEGEND
CONTRACTOR WORK AREA
PORTABLE DELINEATOR CLASS 1 (TYPE E)
(CALTRANS 2015 STANDARD PLANS A73C)
CONSTRUCTION ZONE TAPE
CONSTRUCTION NOTES:
1. CUSTOM SIGN TO READ," BUS STOP
TEMPORARILY RELOCATED. NEW STOP
LOCATED ON TAYLOR ROAD."
2. CONTRACTOR SHALL NOT OBSTRUCT TRAFFIC
THROUGH PARKING LOT AT ANY TIME.
3. CONTRACTOR SHALL NOT OCCUPY PARKING
STALLS OUTSIDE OF CONSTRUCTION ZONE.
PORTABLE DELINEATOR CLASS 1 (TYPE E)
(CALTRANS 2015 STANDARD PLANS A73C) WITH
"NO PARKING" SIGN (R26(CA))
TYPE II BARRICADE WITH SIGNS NOTED ON
SHEET
PEDESTRIAN DETOUR ROUTE
TYPE II BARRICADE WITH
"SIDEWALK CLOSED CROSS
HERE" SIGN (R9-11A)
TYPE II BARRICADE WITH
"SIDEWALK CLOSED" SIGN
(R9-9)
TEMPORARY BUS STOP LOCATION
(BUS STOP SIGN)
CONSTRUCTION AREA SIGN
PEDESTRIAN
DETOUR
SIGN (M4-9B)
SEE NOTE 1
PEDESTRIAN
DETOUR
SIGN (M4-9B)
PEDESTRIAN
DETOUR
SIGN (M4-9B)
C
C
C
E
E
E
E
N/A
1" = 20'
EROSION CONTROL PLAN
C08
PROJECT NO.
SHEET NO. OF
R.E.Y. ENGINEERS, INC.
905 Sutter Street, Suite 200 Folsom, CA 95630
Phone: (916) 366-3040 Fax: (916) 366-3303
Civil Engineers | Land Surveyors | LiDAR
C08
CITY OF ROSEVILLECALIFORNIA
IMPROVEMENT PLANS FOR:
ENGINEER'S STAMP
10'
SCALE IN FEET
0 40'
20'
PLAN SCALE: 1"=20'
PARK AND RIDE
DRIVEWAY
TAYLOR ROAD
LEGEND
CONTRACTOR WORK AREA
TEMPORARY CHECK DAM (TYPE 2)
EROSION CONTROL NOTES
1. NO MATERIAL OR EQUIPMENT SHALL BE
STORED AT PROJECT SITE DURING NON WORK
HOURS.
2. CONTRACTOR SHALL CLEAN SITE DAILY.
3. ENGINEER TO DETERMINE EXACT LOCATION OF
TEMPORARY EROSION CONTROL ITEMS.
TEMPORARY DRAIN INLET PROTECTION
TEMPORARY CONCRETE WASHOUT
CW
CW
TEMPORARY FIBER ROLL
Streets & Bridges
Project Manual
Name of project:
Taylor Road Park and Ride Lot Improvement Project
City Project #400127
Department: Public Works—Engineering
TAYLOR ROAD
PARK AND RIDE IMPROVEMENT PROJECT
The technical special provis ions contained herein have been prepared by or under the direct ion of the following Registered Persons.
ROADWAY
Garrett Mclaughlin
No. C67687
Exp. 06/30/23
CIVIL REGISTERED CIVIL ENGINEER
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]
TABLE OF CONTENTS
Pagination Notation
Notice to Contractors NTC
Instructions to Bidders INT
Proposal PROP
Insurance Broker Information Packet INS
Standard Construction Specifications SCS
Assembly Bill No. 626 AB 626
Special Provisions (if applicable) SP
Construction Details CD
I
NOTICE TO CONTRACTORS
NTC - 1
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]
CITY OF ROSEVILLE
DEPARTMENT OF _________________
Name of 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 ___________________________ 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 _____________________, 20__ at the Office of the City Clerk located at 311 Vernon Street, Roseville California for the following project:
_____________________________________________________________________________.
A pre-bid meeting will be held at ____________________________________________ ______________________________________________.
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 Not Applicable
Public Works
Taylor Road Park and Ride Lot Improvement Project
May 9, 2023
May 9
23 Taylor Road Park and Ride Lot Improvement Project
NTC - 2
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] and address of the Bidder, and marked in capital letters on the front and back of the envelope as follows:
[NAME OF 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
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 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, gender, gender identity, gender expression, 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 ___, _______________________ 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.
A
General
NTC - 4
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 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 give n 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 ______________________________ via ________________________________ at Taylor Road Park and Ride Lot Improvement Project
online submission
NTC - 5
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] _______________________________. The deadline for submissions of questions and clarifications regarding the Contract Documents is _______ calendar days before the deadline for bid submissions. Only Addenda issued by the City are binding.
___________________________________
City Clerk, City of Roseville
Dated: _____________________________
Published: __________________________
the Public Purchase website
11 II
INSTRUCTIONS TO BIDDERS
INT - 1
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]
INSTRUCTIONS TO BIDDERS
SECTION 1. GENERAL
1-1.01 GENERAL. These Instructions to Bidders form a part of the Contract Documents. Capitalized terms are defined in Standard Construction Specifications Section 1. 1-1.02 EXAMINATION OF PLANS, CONTRACT DOCUMENTS AND
SITE OF THE WORK. The Bidder shall examine carefully the site of the Work and all the Contract Documents, including these Instructions to Bidders, and shall inform itself of the conditions relating to the execution of the Work. Failure to do so will not relieve the successful Bidder of its obligation to enter into an Agreement and complete the Work in strict accordance with the Contract Documents. Conditions relating to the execution of the Work include the requirements of federal, state, and local laws, statutes and ordinances relative to the execution of Work, including, but not limited to, applicable regulations concerning prevailing wage rates, non-discrimination in the employment of labor, protection of the public, employee health and safety, and environmental protection.
The submission of a bid shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of Work to be performed, the quantities of materials to be furnished, and as to the requirements of all the Contract Documents.
1-1.03 EXISTING INFORMATION. Where the Department has made investigations of site conditions, including subsurface conditions in areas where Work is to be performed under the Contract, such investigations are made only for the purpose of study and design. City does not represent that such conditions as found in these investigations or inferences or conclusions drawn as a result of these investigations will represent actual site INT - 2
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] conditions and hereby disclaims any liability as a result of Contractor’s or Bidder’s reliance on such investigations. City will presume that all Bidders have conducted their own site investigations, including investigations of subsurface conditions. Where such investigations have been made, Bidders or Contractors may, upon written request, inspect the records of the Department as to such investigations subject to the conditions set forth in these Instructions to Bidders. Such inspection of records may be made only at the location noted above. The records of such investigations are not a part of the Contract Documents and are shown solely for the convenience of the Bidder or Contractor. The City assumes no responsibility whatsoever with respect to the sufficiency or accuracy of the investigations made, the records thereof, or of the interpretations set forth therein or made by the City in its use thereof. The City makes no warranty or guarantee, either express or implied, that the conditions indicated by such investigations or records are representative of those existing throughout such areas, or any part thereof, or that unforeseen developments may not occur, or that materials other than, or in proportions different from those indicated, may not be encountered.
No information derived from such inspection of records of investigations or compilation thereof made by the City, the Department or from the Engineer, or his or her assistants, will in any way relieve the Bidder or Contractor from properly examining the site and making such additional investigations as it may elect, or from properly fulfilling the terms of the Contract.
INT - 3
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 2: BID REQUIREMENTS
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder standard Proposal Forms, which, when filled out and executed may be submitted as the bid.
Proposals shall include all pages in the Project Manual with page numbers marked “PROP” plus the Addendum acknowledgment form (front sheet) from all Addenda received by the Bidder.
Proposals shall be removed from the Project Manual. The full Project Manual shall not be submitted with the proposal. Bids not presented on forms so furnished will be disregarded.
The Proposal and one (1) copy thereof shall be submitted as directed in the “Notice to Contractors” under sealed cover plainly marked as a Proposal, and identifying the project to which the Proposal relates and the date of the bid opening therefor. Proposals which are not properly marked may be disregarded.
All blank spaces in the Proposal must be completed, as required, in ink. All price information shall be shown, clearly legible, in figures where required.
The Bidder shall sign the Proposal in the blank space provided therefor. If the Bidder is the sole owner, the Proposal shall be signed by the owner. If the Bidder is a corporation, the legal name of the corporation and its State of incorporation shall be set forth and the Proposal shall be signed by at least two officers authorized to sign contracts on behalf of the corporation.
If the Bidder is a partnership, the true name of the firm shall be set forth, the names and addresses of all partners shall be given and the Proposal shall be signed by a partner in the firm authorized to sign contracts on behalf of the partnership. If the Bidder is a joint venture, the Proposal shall be signed on behalf of each participating company by officers or other individuals who have the full and proper authorization to do so. If the Proposal is signed by an agent of the Bidder other than an officer of a corporation or a member of a partnership, a notarized Power of INT - 4
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Attorney must be on file with the City prior to opening of bids or must be submitted with the Proposal. If requested by the City, the Bidder shall promptly submit evidence satisfactory to the City of the authority of the person signing the Proposal. 2-1.02 SUBMISSION OF BIDS. Bids must be submitted at the prescribed time and location specified in the Notice to Contractors. Any submission received after the prescribed time shall be rejected, regardless of whether or not bids are opened exactly at the prescribed time.
Any unauthorized conditions or qualifications entered on, or changes made to, the Proposal may render it invalid and may cause its rejection.
No telegraphic, telephonic, or facsimile or other electronically transmitted bids will be considered.
2-1.03 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS. Each Proposal shall list the name, address and Contractor license number of each Subcontractor to whom the Bidder proposes to subcontract portions of the Work in an amount in excess of one- half of one percent (0.5%) of its total bid, in accordance with Section 4100 to 4114, inclusive, of the Public Contract Code for the State of California. The Bidder shall list the Subcontractor’s license number and the portion of the Work that will be done by each Subcontractor. If the Bidder fails to specify a Subcontractor for any portion of the Work, the Bidder agrees to perform that portion of the Work itself, and represents that it is qualified to perform that portion of the Work itself. The Bidder's attention is invited to other provisions of the Public Contract Code related to the imposition of penalties for a failure to observe its provisions by using unauthorized Subcontractors or by making unauthorized substitutions.
INT - 5
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 2-1.04 CONTRACTOR’S LICENSING LAWS. Attention is directed to the provisions of Business and Professions Code Chapter 9 of Division 3 concerning the licensing of Contractors.
All Bidders at the time of bid submittal shall be licensed as Contractors in accordance with the laws of this State. Any Bidder or Contractor not so licensed is subject to the penalties imposed by such laws. The form of Contractor's license required is stated in the Notice to Contractors, provided that the City makes no representation as to whether the State may require other or additional licenses. It is the Bidder's and Contractor's responsibility to obtain the correct Contractor's licenses. Bidders shall be skilled and regularly engaged in the general class or type of Work called for under this Contract.
All Bidders and Contractors, including Subcontractors, shall have a current City business license before undertaking any Work.
2-1.05 NONCOLLUSION DECLARATION. By submitting a bid, the Bidder represents and warrants that such bid is genuine and not a sham or collusive or made in the interest or on the behalf of any person therein named, and that the Bidder has not, directly or indirectly, included or solicited any other Bidder to put in a sham bid, or any other person, firm, or corporation to refrain from bidding, and that the Bidder has not in any manner sought collusion to secure the Bidder an advantage over any other Bidder.
Bidders shall submit a properly completed and executed “Noncollusion Declaration” in the form required by Public Contract Code Section 7106 and provided with the Proposal (PROP- 11).
2-1.06 DISQUALIFICATION, REMOVAL OR OTHER PREVENTION OF BIDDING. A bid may be rejected on the basis of a Bidder, any officer of such Bidder, or any INT - 6
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local project because of a violation of law or a safety regulation.
2-1.07 PROPOSAL GUARANTY. All bids shall be accompanied by one of the following forms of Bidder's security: Cash, a cashier's check, a certified check, or a Bidder's bond executed by an admitted California surety insurer, made payable to the City of Roseville, or any other form of security deemed acceptable by the City Attorney. The security shall be in an amount equal to at least ten percent (10%) of the amount bid. A bid will not be considered unless one of the form of Bidder's security is enclosed with it.
A Bidder's bond shall conform to the City's bond form in the Proposal and shall be properly filled out and executed.
2-1.08 SCHEDULE OF BID PRICES. Bidders are directed to submit firm unit and lump sum prices for all Work set forth in the Contract Documents on the Proposal Form entitled “Schedule of Bid Prices.”
Unit prices and lump sum prices, as indicated, must be entered in the appropriate spaces provided in the Schedule of Bid Prices. If applicable, unit prices shall be multiplied by the quantities shown, and the total shall be inserted in the Amount column. In the event of any error or discrepancy between the unit price and the calculated amount, the unit prices shall govern.
The City may correct any mathematical errors apparent on the face of the bid.
The amounts shown in the Amount column must be added together in arriving at the Grand Total Bid Price.
Amounts for Allowance bid items must be entered in the exact amount in the Amount column.
INT - 7
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] The prices included within the Schedule of Bid Prices shall include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and all other costs necessary to perform the Work in accordance with the Contract Documents.
The Grand Total Bid Price shall be indicated in the Summary table form included with the Schedule of Bid Prices. The Grand Total Bid Price shall be the sum of the amounts bid for each of the designated portions of the Work, as more specifically described on the Schedule of Bid Prices form itself.
Full compensation for complying with the Contract Documents, including requirements of the Standard Specifications, the Standard Construction Specifications, Supplemental Conditions, and all warranties, shall be considered included in the bid items and no additional compensation shall be allowed therefor.
Full compensation for completion of all work as shown on the plans, as specified in the Specifications, and as directed by the City, shall be considered included in the bid items and no additional compensation shall be allowed.
Bidders are strongly discouraged from submitting unbalanced bids. As used herein, the term “unbalanced bid” is defined as any bid that does not include a reasonable proportionate allocation of indirect costs and profit of each bid item indicated in the Schedule of Bid Prices.
The City reserves the right to reject any unbalanced bid if the City determines that there is a reasonable doubt that an acceptance of the bid will not result in the lowest ultimate cost to the City with regard to the work or a disproportionate distribution of contract funds.
The City reserves the right to delete any bid item in its entirety and/or significantly reduce the quantity of Work under a bid item. The City makes no representation that any Work INT - 8
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] under a bid item will be performed during the course of the Project or that the Work will be performed at the quantities included in the Schedule of Bid Prices. As provided in the Standard Construction Specifications, for any deleted Work, Contractor shall not be entitled to payment of the indirect costs and profit included for said bid item. All bid items shall be considered distinct and severable from the remaining bid items, and each Bidder acts at its peril if its bid is unbalanced.
The City shall compare bids on the basis of the Grand Total Bid Price, which includes the base bid and any alternates designated on the Schedule of Bid Prices. Alternates may or may not be awarded, or may be awarded in any combination, at the City’s discretion. 2-1.09 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to the time fixed in the Notice to Contractors for the opening of bids, provided that a request in writing, executed by the Bidder or its duly authorized representative, for the withdrawal of such bid is filed with the City Clerk. Facsimile and electronic mail requests are not acceptable. The withdrawal of a bid shall not prejudice the right of a Bidder to file a new bid. The withdrawal of any bid after the time fixed in the Notice to Contractors for the opening of bids will not be permitted.
2-1.10 ADDENDUM. Proposals shall include all costs and account for all Addenda issued prior to opening of bids. The Bidder is responsible for verifying that all issued Addenda have been received. An Addendum acknowledgment form for each Addendum shall be included as part of the Proposal submittal.
2-1.11 PUBLIC OPENING OF PROPOSALS. Proposals will be publicly opened and read at the time and place indicated in the Notice to Contractors. Bidders or their authorized agents are invited to be present.
INT - 9
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 2-1.12 TRENCHING AND EXCAVATION WORK. In accordance with the provisions of California Labor Code Section 6707, if the Work involves construction of a pipeline, sewer, sewage disposal system, boring or jacking pits, or similar trenches or open excavations, which are five feet (5') or deeper, each bid submitted shall contain, as a bid item, adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life or limb, which shall conform to all applicable safety orders.
INT - 10
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 3: EVALUATION OF BIDS
3-1.01 BID EVALUATION PROCESS. Bids will be evaluated to determine the apparent low Bidder. The apparent low Bidder will be determined on the basis of the Grand Total Bid Price, as shown in the Schedule of Bid Prices. If additive or deductive alternates are used in the Schedule of Bid Prices, the apparent low Bidder will be the Bidder with the lowest total of the bid prices for base contract items plus the alternates designated by the City as those that will be used for determining the lowest bid price. However, the City reserves the right to (1) not award any alternates or (2) award any combination of alternates.
In case of discrepancy between the total of the base contract items and any specified alternates and the stated Grand Total Bid Price, the total of the base contract items plus specified alternates shall prevail. Any mathematical errors that appear on the face of the bid will be corrected by the City and the City will use the mathematically corrected addition. For example, if the mathematical total of Bidder’s base contract items plus specified alternates equals $1,000,000, but the Bidder has written $1,250,000 as the Grand Total Bid Price, the City will consider $1,000,000 to be the Bidder’s Grand Total Bid Price for purposes of comparison to other Bidders and actual bid award. The City reserves its rights to reject or accept bids based on discrepancies between the stated Grand Total Bid Price and the actual mathematical total of the base contract bid items, plus specified alternates.
3-1.02 REJECTION OF IRREGULAR PROPOSALS. Proposals may be rejected in the City's sole discretion if they show any alterations of form, additions not called for, conditional bids, incomplete bids, erasures, or irregularities of any kind. However, the City reserves the right to waive any minor irregularities and informalities in any bid or in the bid procedure for any reason.
INT - 11
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 3-1.03 COMPETITIVE BIDDING. If more than one proposal is offered by any individual, firm, partnership, corporation, association, or any combination thereof, under the same or different names, all such proposals may be rejected. A party who has quoted prices on materials or Work to a Bidder is not thereby disqualified from quoting prices to other Bidders, or from submitting a bid directly for the materials or Work.
All Bidders are put on notice that any collusive agreement to control or affect the awarding of this Contract is in violation of the competitive bidding requirements of the City Charter, State Contract Act and the Business and Professions Code and may render void any Contract let under such circumstances.
3-1.04 RELIEF OF BIDDERS. If the Bidder claims a mistake was made in its bid, the Bidder shall give the Department written notice within five (5) Days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. No relief from a claimed mistaken bid shall be granted unless such mistake clearly appears on the face of the bid submitted to the City. Claimed mistakes on backup worksheets, spreadsheets, computerized bidding programs, or any other similar calculative bidding mistake which is not apparent on the face of the bid shall not under any circumstance be considered as a basis for relief. The burden of proving the occurrence of a mistake entitling a Bidder to relief from its bid rests entirely on the Bidder. Relief from bids shall be in the City's sole discretion.
INT - 12
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 4: AWARD AND EXECUTION OF CONTRACT
4-1.01 AWARD OF CONTRACT. The City reserves the right to reject any and all proposals and to award (or not award) any combination of bid items at its option. Any such award will be to the lowest responsible Bidder whose proposal complies with the requirements prescribed for the bid items awarded. Such award, if made, will be made within sixty (60) business days after the opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) business days after the opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred four (104) business days after the opening of the proposals. The above time periods within which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.
4-1.02 RETURN OF BIDDER’S SECURITIES. Within ten (10) Days after the award of the Contract, the City Clerk will return all Bidders' securities, other than Bidders' bonds, accompanying the proposals that are not to be further considered in making the award.
Retained Bidders' securities will be held until the Contract has been fully executed, after which all Bidders' securities, except Bidders' bonds and any Bidders' securities that have been forfeited, will be returned.
INT - 13
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 4-1.03 CONTRACT BONDS. The successful Bidder shall furnish two (2) bonds in the form contained in the section entitled Insurance Broker Information Packet and Bonds. One (1) bond shall secure the payment of the claims of laborers, mechanics or materialmen employed on the Work under the Contract, and the other bond shall guarantee the faithful performance of the Contract.
Each of the two (2) bonds shall be in a sum equal to one hundred percent (100%) of the Contract Price. If the Contract Price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly. Sureties on each of said bonds shall be satisfactory to the City.
All alterations, extensions of time, extra and additional Work, and other changes authorized by the Standard Specifications, the Standard Construction Specifications, the Supplemental Conditions or any part of the Contract may be made without securing the consent of the surety or sureties on the Contract bonds.
Furthermore, the successful Bidder shall furnish a certificate from the County Clerk as required by California Civil Code of Procedure Section 995.660(a)(3). 4-1.04 INSURANCE. At the time of the execution of the Contract, the Contractor shall, at its own expense, procure, and at all times during the prosecution of the Work maintain in full force and effect Worker's Compensation Insurance, and Liability Insurance as specified in the Standard Construction Specifications. The Contractor shall provide a Certificate of Insurance in the form contained in the section entitled Insurance Broker Information Packet. 4-1.05 EXECUTION OF CONTRACT. The Contract shall be signed by the successful Bidder and returned, together with all the required Contract bonds and insurance INT - 14
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] certificates, within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City.
If the Bidder is an individual, the Contract shall be executed personally by the Bidder. If the Bidder is a partnership, it is desirable that the Contract be executed by all of the partners, but it may be executed by one of them. If the Bidder is a corporation, it must be executed by two officers of the corporation consisting of (1) the chairman of the board, president or vice president; and (2) the secretary, assistant secretary, chief financial officer, treasurer or assistant treasurer, or by a person authorized by the corporation to execute written contracts on its behalf, and the corporate seal affixed thereto. In the alternative, a person other than an officer may sign the Contract, provided evidence satisfactory to the City is provided indicating the individual’s authority to bind the corporation. If the corporate seal is not affixed to the Contract, or if it is executed by a person other than officers, or only by one officer, there must be attached to the Contract a certified copy of a resolution of the corporation authorizing such officer or person to execute written contracts for and on behalf of the corporation. If the Bidder is a joint venture, the Contract must be executed on behalf of each participating firm by officers or other individuals who have the full and proper authorization to do so. 4-1.06 FAILURE TO EXECUTE CONTRACT. Failure of the lowest responsible Bidder, the second lowest responsible Bidder, or the third lowest responsible Bidder to execute the Contract and file acceptable bonds and insurance as provided within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City, shall be just cause for annulment of the award and forfeiture of the Bidder's security. The successful Bidder may file with the City Clerk a written notice, signed by the Bidder or Bidder's authorized representative, specifying that the Bidder will refuse to execute the Contract if presented to INT - 15
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Bidder. The filing of such notice shall have the same force and effect as the failure of the Bidder to execute the Contract and furnish acceptable bonds within the time prescribed.
INT - 16
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 5: BID PROTEST PROCEDURES
5-1.01 POLICY/PROCEDURES. It is the policy of the City to consider fully and adjudicate promptly protests filed by prospective Bidders relating to the City’s bidding procedure or award of the Contract. Protests shall be filed and processed in accordance with Section 4.12.150 of the Roseville Municipal Code. A Bidder’s failure to follow the bid protest procedures may result in rejection of the protest by the City.
III
PROPOSAL
PROP - 1
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] PROPOSAL TO THE DEPARTMENT OF ________________________
Project:_______________________________________
Name of Bidder _________________________________ Business Phone ________________ Business Address _______________________________________________________________ Place of Business _______________________________________________________________ Contractor’s License No. ______________________________________ License Expiration Date_______________________________________ License Classification Type __________________________________________ DIR Registration No. _________________________________________ Type of business organization:
*If a Corporation, incorporated under the laws of the State of:
The undersigned Bidder herewith submits this Proposal and binds itself on award by the City of Roseville under this bid to execute a Contract in accordance with its bid and the Contract Documents.
The Notice to Contractors, Instructions to Bidders, Form of Agreement, Standard Specifications, Standard Construction Specifications, Supplemental Conditions, Contract Drawings, and Addenda, if any, are made part of this bid and all provisions thereof are hereby accepted, and all representations and warranties are required thereby are hereby affirmed.
The work to be done is described in the Bidding Documents entitled _______________ ____________________________________________________, City of Roseville, California.
This offer shall be irrevocable for a period of sixty (60) Days after the date on which bids are opened.
PROP - 2
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] The undersigned Bidder understands that any clarification made to the above or any new and different conditions or information submitted on or with its Proposal, other than that requested, may render the bid non-responsive.
The undersigned, as Bidder, declares that the only persons or parties interested in this Proposal as principals are those named herein; that this Proposal is made without collusion with any other person, firm, or corporation; that the Bidder has carefully examined the location of the proposed Work, the attached Form of Agreement, and the plans, Specifications, and other Contract Documents; and agrees if this Proposal is accepted, that it will contract with the City of Roseville, in the form of a copy of the Agreement contained in the Project Manual, to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials specified in the Contract Documents, in the manner and time therein prescribed, and according to the requirements of the Director, as therein set forth, and that the Bidder will take in full payment therefore prices indicated in the Schedule of Bid Items, including all work modified by addendum numbers ________________. (IF NONE, STATE NONE).
Bids are required for all Bid Items. The amount of the Bid for comparison purposes will be the total of all items awarded.
The Bidder shall set forth for each item of work, in clearly legible figures, an item (“unit”) price and a total for the item in the respective spaces provided for this purpose in the Schedule of Bid Items.
The prices included within the Schedule of Bid Items include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment,
PROP - 3
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] delivery, overhead, profit, and for all other costs necessary to perform the Work in accordance with the Contract Documents.
Accompanying this Proposal is _______________________________________________. (Notice: Insert the words “Cash $_________,” “Cashier's Check,” “Certified Check,” or “Bidder's Bond,” as the case may be, in an amount equal to at least ten percent (10%) of the total of the Bid.)
The names of all persons interested in the foregoing Proposal as Principals, are as follows: ______________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________
If SOLE OWNER, execute here:
I sign as sole owner of the business named above:
_____________________________________________________________________________
If PARTNERSHIP, one or more partners sign here:
The undersigned certify that we are partners in the business named above and that we sign this bid with the full authority to do so:
____________________________________________________________________________ ____________________________________________________________________________
PROP - 4
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] If CORPORATION, execute here:
Corporate Name: _______________________________________ Incorporated under the laws of the State of ____________________________________ The undersigned certify that they sign this bid with the full and proper authorization so to do:
By
Signature of Authorized Official*
Title
Typewritten or Printed Name
By
Signature of Authorized Official*
Title
Typewritten or Printed Name
If JOINT VENTURE, execute here:
Joint Venture name composed of:
The undersigned certify that they sign this bid with the full and proper authorization so to do:
Signature of Authorized Official*
Title
Typewritten or Printed Name
Signature of Authorized Official*
Title
Typewritten or Printed Name
*If Bidder is a partnership or Joint Venture, give the full names of all partners and/or Joint Ventures in the space provided (use additional sheet if required). If Bidder is a corporation, two signatures are required as follows: (1) the Chairman, President, or Vice-President and (2) the Secretary, Assistant Secretary, Chief Financial Officer, Treasurer, or Assistant Treasurer. In the alternative, this Agreement may be executed by a single officer or a person other than an officer provided that evidence satisfactory to City is provided demonstrating that such individual is
PROP - 5
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] authorized to bind the corporation (example, a copy of a certified resolution from the corporation’s board or a copy of the corporation’s bylaws).
[LIST OF SUBCONTRACTORS FOLLOWS ON NEXT PAGE.]
PROP - 6
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]
LIST OF SUBCONTRACTORS
Contractor’s Name: _________________________________
The Bidder is required to furnish the following information in accordance with the provisions of Section 4100 and 4114, inclusive, of the Public Contract Code of the State of California. This list and information shall include all Subcontractors that perform work, provide labor or render services to the Bidder in connection with the Project in an amount in excess of one-half of one percent (0.5%) of the total amount of the Bidder Grand Total Price.
PORTION/
TYPE OF
WORK
% OF
CONTRACT
SUB-
CONTRACTOR’S
NAME
CONTRACTOR
LICENSE NO. DIR REG NO. BUSINESS ADDRESS
(CITY, STATE)
PROP - 7
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]
SECURITY FOR COMPENSATION CERTIFICATE
(Required by California Labor Code Section 1861)
TO: City Council
City of Roseville
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract.
_________________________________
_________________________________
(Signature of Bidder)
_________________________________
_________________________________
Business Address
_________________________________
Telephone
PROP - 8
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] BIDDER’S BOND
City Council of the City of Roseville
KNOW ALL MEN BY THESE PRESENTS:
That we ________________________________________________________________ ___________________________________________________________, as PRINCIPAL, and ______________________________________________________________________________ a, __________________________________________ and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Roseville in the penal sum of _______________________________________________ dollars ($________________), being at least TEN PERCENT (10%) OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City of Roseville, acting by and through the Public Works Director, for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, to the Director of the Department to which said Bid was submitted, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above-mentioned Bid to the City Council of the City of Roseville, as aforesaid, for certain construction specifically described as follows, for which Bids are to be opened at the Office of the City Clerk located at 311 Vernon Street, Roseville, California, on ____________________________, 20__ FOR
(Copy here the exact title of work as it appears on the Proposal.)
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.
CONTRACTOR:
SCHEDULE OF BASE BID ITEMS
ITEM
NO.
* ITEM UNIT ESTIMATED
QUANTITY
ITEM PRICE SUBTOTAL
1 Mobilization/Demobilization LS 1
2 Traffic Control LS 1
3 Water Pollution Control LS 1
4 Remove Parking Striping LF 460
5 Remove Pavement Markings SF 370
6 Remove Concrete (Sidewalk) SF 270
7 Remove Base and Surfacing CY 6
8 Relocate Parking Bumper EA 1
9 Hot Mix Asphalt (HMA) SF 85
10 Seal Coat SF 2,800
11 Pavement Marking - Thermoplastic SF 470
12 Pavement Striping - Thermoplastic LF 570
13 Minor Concrete (Curb Ramp) SF 175
14 Minor Concrete (Sidewalk) SF 490
15 Minor Concrete (Curb) LF 70
16 Curb Paint (Red) LF 110
17 Roadside Sign (One Post) EA 3
18 Parking Bumper EA 13
19 Detectable Warning Surface EA 3
20 2" PVC Gray, Schedule 40 Conduits LF 350
21 #6 Pull Box EA 2
TOTAL
* (F) denotes final pay item
(P) denotes partial payment
(S) denotes specialty item
TAYLOR ROAD PARK AND RIDE LOT IMPROVEMENT PROJECT
PROP‐ 10
[Streets Bridges]
PROP - 11
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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
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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
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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
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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
IV
AGREEMENT
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
V
INSURANCE BROKER
INFORMATION PACKET
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INSURANCE BROKER INFORMATION PACKET
Project:_______________________________________
NOTICE TO CONTRACTOR:
For your convenience, this package contains the Requirements for Insurance and Bonds for this project, including the necessary City forms. You are required to return these forms in addition to the executed Contract within fifteen (15) calendar days after the award of the Bid, unless otherwise directed by City in writing. (See the Instructions to Bidders.)
Please insert the dollar amount of your accepted Bid into the blank on page INS-1 and present this entire package to your insurance broker if you are awarded the Bid.
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TABLE OF CONTENTS
Page
Notice to Insurance Broker INS 1
Insurance Requirements INS 2
Public Works Faithful Performance Bond INS 7
Public Works Payment Bond INS 9
INS - 1
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NOTICE TO INSURANCE BROKER
Your client has been awarded a bid by the City Council of the City of Roseville to perform a public works project known as ___________________________________________.
The Contract Conditions for that project require your client (“the Contractor”) to return certain evidence of insurance and bonds to the City Attorney of the City within fifteen (15) days after the Bid award, unless otherwise directed by the City in writing, or else the Bid award may be terminated and awarded to another company.
This package contains the information you will need as an insurance broker to provide the appropriate insurance and bonds to the City. The insurance coverages the Contractor needs are specified in the section entitled “Insurance Requirements.” Please note that, in addition to the insurance certificate itself, copies of several endorsements must be actually furnished.
Please refer to Special Provisions for modifications of the Standard Construction Specifications, if any, and the requirements of this insurance packet.
Please use the standard City of Roseville Bond Forms provided in this package.
The Bonds required must each be in the penal amount of: $______________________.
Bonds must be sent to the following staff person :
________________________________
________________________________
________________________________
Insurance documents must be provided using one of the following methods:
a. By email to [email protected] and [email protected]
b. By fax to (770) 335-5727 and (916) 774-5461
After using one of these methods , please DO NOT send the insurance certificate(s) by mail.
When forwarding the documents, please refer to the project name so that the documents can be matched with the Contract for which they are submitted.
Thank you.
Taylor Road Park and Ride Lot Improvement Project
INS - 2
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INSURANCE REQUIREMENTS
The following sections are quoted from the Standard Construction Specifications:
7-1.06 INSURANCE COVERAGE.
A. Evidence of Maintenance Required. The Contractor shall, at its expense, procure and at all times maintain in full force and effect at a minimum the insurance required by this section on all of its operations; and the Contractor shall not allow any Subcontractor to commence work until similar insurance required of the Subcontractor has been obtained and filed. An original Certificate of Insurance, and copies of all required endorsements, all in a form approved by the Risk Manager, evidencing all required coverage or policies shall be filed after the award of the bid and prior to approval of the Contract by the City Council. Contractor shall provide ten (10) days prior written notice to the City of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.
B. Qualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies acceptable to the City and licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.
C. Insurance Required.
1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and
INS - 3
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.
The Commercial General Liability insurance shall include the following, copies of which shall be provided:
a. Inclusion of the City of Roseville, and its officers, agents, employees, and volunteers, as additional insureds (except for workers’ compensation) as respects services or operations under the Contract. The additional insured endorsement for the general liability policy shall be at least as broad as the ISO CG 2010 10 01 combined with ISO CGL Endorsement CG 2037 10 01. Any other endorsement must be approved in writing by the City.
Endorsements must include coverage for on-going and completed operations, which coverage shall be maintained for four (4) years following completion of the Project. Endorsements shall cover the City of Roseville, its officers, agents, employees, and volunteers. b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, cross- liability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss.
INS - 4
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] d. Such insurance shall specifically cover the contractual liability of the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.
2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), or if Contractor has no owned autos, Code 8 (hired) and Code 9 (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.
3. Workers' Compensation: In accordance with the provisions of the California Labor Code, Contractor is required to be insured against liability for Workers' Compensation or to undertake self-insurance. Statutory Workers' Compensation and Employers' Liability of at least One Million Dollars ($1,000,000) shall cover all Contractors staff while performing any work incidental to the performance or this Agreement.
4. Professional Liability: Professional Liability (Errors and Omission) Insurance appropriate to Contractor’s profession, with a limit of liability not less than One Million Dollars ($1,000,000) per occurrence or claim and Two Million Dollars ($2,000,000) aggregate to cover all design and engineering services rendered by Contractor pursuant to the
INS - 5
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Agreement. Coverage must commence from the first day that Contractor or any of its Subcontractors provided any design or engineering services in connection with the Project.
5. Builder’s Risk/Course of Construction Insurance Is ____ OR Is Not ____ Required by Risk Management: The Contractor shall be responsible for all loss, damage or destruction whatsoever to the work called for by this Contract until the approval of a Notice of Completion or acceptance of the Work if no Notice of Completion is to be recorded.
The Contractor shall secure “All Risk” type of builder's Risk Insurance of the type covering one hundred percent (100%) of the value of the work performed under this Contract (the value is presumed to be the Contract amount unless otherwise stated in Supplemental Conditions) and all materials, equipment, or other items to be incorporated therein while the same are located at the construction site, a bonded warehouse, or its place of manufacture. At any time, the policy shall cover the value of the work completed. The policy shall cover hazards including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.
The policies providing such insurance shall name the City as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.
Builder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of
3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.
INS - 6
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6. Pollution Coverage: Contractor shall procure pollution liability coverage or other insurance covering claims for bodily injury or property damage arising out of the abatement, removal, storage, transportation, or other exposure to hazardous materials or pollutants, in limits not less than Two Million Dollars ($2,000,000). Contractor shall add the City and all parties required to be indemnified by Contractor as additional insured on all pollution liability policies.
7. Higher Coverage Limits: If Contractor maintains higher coverage limits than the amounts shown above, then the City requires and shall be entitled to coverage for the higher coverage limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
8. Claims Made Coverage: Liability insurance coverage may not be written on a “claims made” or modified occurrence basis. The Certificate of Insurance must clearly provide that the coverage is on an “occurrence” basis.
7-1.06A OTHER INSURANCE PROVISIONS.
A. The requirements of the Standard Specifications as to types and limits of insurance coverage to be maintained by the Contractor, and any approval of insurance by the City, are not intended to, and shall not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude the City from taking any other action available to it under any other provision of the Contract or law.
B. The City acknowledges that some insurance requirements contained in these Standard Specifications may be fulfilled by self-insurance on the part of the Contractor.
However, this shall not in any way limit liabilities assumed by Contractor under the Contract.
INS - 7
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by City in writing. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.
C. The Contractor agrees to include in its contracts with all subcontractors the same requirements and provisions of this Contract, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor’s work. Furthermore, the Contractor shall require its subcontractors to agree to be bound to the Contractor and the City in the same manner and to the same extent as the Contractor is bound to the City under this Contract. Additionally, the Contractor shall obligate its subcontractors to comply with these same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of the City’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, the Contractor may insure subcontractor(s) under its own policy.
D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage
INS - 8
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.
E. The limits of insurance required in this Contract may be satisfied by a combination of primary and excess insurance. Any excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of the City (if agreed to in a written contract) before the City’s own insurance shall be called upon to protect it as a named insured.
F. The insurance procured by Contractor shall be subject to the approval of the City, but any acceptance of insurance certificates by the City shall in no way limit or relieve Contractor of its duties and responsibilities under the Agreement.
G. Contractor shall be responsible for all premiums, deductibles, and self- insured retention applicable to the insurance it is required to procure under the Contract. All deductibles or self-insured retentions over five hundred thousand dollars ($500,000) must be approved by the City, in writing. Contractor shall be responsible for all deductibles, self-insured retention payments, and/or increased premiums incurred if the City’s policies of insurance are forced to cover damages or respond to claims for which Contractor or its Subcontractors were obligated to provide insurance under the Contract.
H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.
I. Contractor’s indemnity obligations shall not be limited by these insurance provisions and shall survive the expiration of the Contract and the insurance provisions of the Contract shall likewise not be limited by the indemnity provisions of the Contract.
INS - 9
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY
PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF
NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.
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PUBLIC WORKS
FAITHFUL PERFORMANCE BOND
(Project: ______________________________________________)
WHEREAS, the City of Roseville (“CITY”) has awarded a bid and contract to ___________________________________________________________________ as contractor (“PRINCIPAL”) for the public work described as __________________ _________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and
WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing its faithful performance; and
NOW, THEREFORE, we the undersigned PRINCIPAL and _________________ ____________________________, a _______________________________, admitted and duly authorized to transact business under the laws of the State of California, as SURETY (“SURETY”), are held and firmly bound unto the CITY or its successors and assigns in the sum of ____________________________________________________ dollars ($___________________) (which amount is not less than 100% of the AGREEMENT price) to be paid to the CITY or its successors and assigns; and for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns jointly and severally, firmly by these presents.
The condition of this obligation is such that if the PRINCIPAL, or its heirs, executors, administrators, successors or assigns, shall abide by, and in all respects promptly and faithfully perform the covenants, conditions and provisions in said AGREEMENT and any alteration thereof made as therein provided, notice of which alterations to Surety being hereby waived, on its part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless CITY, its officers, agents, employees, volunteers as therein stipulated, then this obligation shall be null and void; otherwise, this obligation shall be and remain in full force and effect.
As condition precedent to the satisfactory completion of the contract, the obligation of the PRINCIPAL and SURETY under this Bond shall remain in effect for a period of one (1) year after the completion and acceptance of the WORK. During that time, if the PRINCIPAL, its heirs, executors, administrators, successors or assigns fails to make full, complete and satisfactory repair and replacement or totally protect the CITY from any loss or damage made evident during that year which results from or is caused by either defective materials or faulty workmanship in the prosecution of the WORK, then the obligation shall remain in full force and effect. However, anything in Bond No. __________
Premium $_________
Taylor Road Park and Ride Lot Improvement Project
[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 $_________
Taylor Road Park and Ride Lot Improvement Project
[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
VI
CITY OF ROSEVILLE
STANDARD CONSTRUCTION SPECIFICATIONS
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CITY OF ROSEVILLE
STANDARD CONSTRUCTION SPECIFICATIONS
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TABLE OF CONTENTS
Page
Adoption of State Specifications SCS 3
Section 1. General SCS 3
Section 2. Bidding SCS 5
Section 3. Contract Award and Execution SCS 9
Section 4. Scope of Work SCS 11
Section 5. Control of Work SCS 11
Section 6. Control of Materials SCS 18
Section 7. Legal Relations and Responsibility SCS 18
Section 8. Prosecution and Progress SCS 32
Section 9. Payment SCS 33
Section 14. Environmental Stewardship SCS 35
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ADOPTION OF STATE SPECIFICATIONS
1. The State of California Department of Transportation (“Caltrans”) Standard Specifications dated 2015, are hereby adopted as the Standard Specifications of the City of Roseville except insofar as they may be modified by these Standard Construction Specifications.
2. Except for Division 1, Section 2, numbering in these Standard Construction Specifications conforms to that in the Caltrans Standard Specifications. The existence of a section in these Standard Construction Specifications means that the corresponding section of the Standard Specifications is modified in some respect. Unless otherwise specified, the modified Standard Specification provisions are deleted entirely, and the provisions of these Standard Construction Specifications are substituted.
DIVISION 1. GENERAL PROVISIONS
SECTION 1. GENERAL
ACCEPTANCE. Shall mean the formal Acceptance by resolution of the Roseville City Council of an entire Contract which has been completed in all respects in accordance with the Plans and specifications and any modifications thereof previously approved, causing a notice of completion to be filed with the County Recorder.
ATTORNEY GENERAL. The City Attorney of the City of Roseville.
CITY ATTORNEY. The City Attorney of the City of Roseville.
CITY CLERK. Shall mean the City Clerk of the City of Roseville.
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] DEPARTMENT. Shall mean the Department of Public Works of the City of Roseville, also referred to as the Department of Contract Administration. References made to the Department of Transportation otherwise shall mean the State of California Department of Transportation.
DIRECTOR. Shall mean the Public Works Director of the City of Roseville or his or her duly authorized representative.
ENGINEER. Shall mean the Public Works Director of the City of Roseville or his or her duly authorized representative.
ESTIMATED COST. The estimate prepared by the Public Works Director of quantities of work to be performed.
LIQUIDATED DAMAGE. The amount to be deducted from payments due or to become due to the Contractor for delay, as set forth in the Special Provisions.
PLANS. The official Project Plans, Standard Plans, Improvement Plans, Construction Standards, profiles, typical cross sections, general cross sections, working drawings, and supplemental drawings, or reproductions thereof, approved by the Director which show the location, character, dimensions and details of the work to be performed. All such documents are to be considered as a part of the Plans whether or not reproduced in the Special Provisions.
In the above definition, the following terms are defined as follows:
a. Standard Plans - The Standard Plans of the Department of Transportation of the State of California.
b. Project Plans - The Project Plans are specific details and dimension peculiar to the Work and supplemented by the Standard Plans, insofar as the same may apply.
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] c. Construction Standards - The City of Roseville Design and Construction Standards.
STATE. Reference to the State or State of California shall mean City or City of Roseville unless the reference is to a law or regulation of the State, and reference to Sacramento shall mean Roseville unless otherwise noted.
SECTION 2. BIDDING
SECTION 2 SHALL BE DELETED IN ITS ENTIRETY AND REPLACED WITH THE FOLLOWING:
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder a standard proposal form, which, when filled out and executed shall be submitted as its bid. Bids not presented on forms so furnished will be disregarded.
The proposal form is bound in a book together with the Notice to Contractors, special provisions, and Contract. The proposal shall set forth for each item of work, in clearly legible figures and words, an item price and a total for the item in the respective spaces provided, and shall be signed by the Bidder, who shall fill out all blanks in the proposal form as required therein.
All items shown on the schedule of bid items shall be properly filled in and shall include all costs of labor, materials, equipment, and State, Federal, or other taxes applicable to the transaction. The completed forms shall be without inter-lineations, erasures or alterations of any nature. If the proposal is made by an individual, his or her name and post office address must be shown; if made by a firm or partnership, the name and post office address of each member of the
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] firm or partnership must be shown; or if made by a corporation, the proposal shall show the name of the State under the laws of which the corporation was chartered and the names, titles, and business addresses of the president, secretary, and treasurer of said corporation. If the proposal is signed by an agent, a “Power of Attorney” must be filed with the proposal.
The proposal shall be submitted as directed in the “Notice to Contractors” under sealed cover plainly marked as a proposal, and identifying the project to which the proposal relates and the time and date of the bid opening therefor. Proposals which are not properly marked may be disregarded. Proposal forms shall be obtained from the Director of Public Works, City of Roseville, California. Proposal forms are not transferable. 2-1.02 REJECTION OF PROPOSALS AND DISQUALIFICATION OF
BIDDERS. Proposals may be rejected if they show any alterations of the forms, additions not called for, conditional bids, incomplete bids, erasures or irregularities of any kind. More than one proposal from an individual, firm, partnership, corporation or association under the same or different names, will not be considered. Reasonable grounds for believing that any Bidder is interested in more than one (1) proposal for the work contemplated, will cause the rejection of all proposals in which the Bidder is interested. The City reserves the right to reject any and all proposals.
2-1.03 PROPOSAL GUARANTY. All bids shall be presented under sealed cover and accompanied by one (1) of the following forms of Bidder's security. a. Cash, a cashier's check, a certified check, or a Bidder's bond executed by an admitted California surety insurer, made payable to the City.
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] b. The security shall be in an amount equal to at least ten percent (10%) of the bid amount. A bid will not be considered unless one (1) of the forms of Bidder's security is enclosed with it.
c. A Bidder's bond will not be accepted unless it conforms to a bond form approved by the City Attorney. Upon request “Bidder's Bond” forms may be obtained from the Department.
2-1.04 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the Director. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline for submission of bids nor may any bid be withdrawn after the time fixed in the public notice for deadline for submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of the City of Roseville and City is under no obligation to return the bids.
2-1.05 RELIEF OF BIDDERS. If the Bidder claims a mistake was made in his or her bid, the Bidder shall give the Department written notice within five (5) calendar days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. No relief from a claimed mistaken bid shall be granted unless such mistake clearly appears on the face of the bid submitted to the City. Claimed mistakes on backup worksheets, spreadsheets, computerized bidding programs, or any other similar calculative bidding mistake which is not apparent on the face of the bid shall not under any circumstance be considered as a
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] basis for relief. The burden of proving the occurrence of a mistake entitling a Bidder to relief from its bid rests entirely on the Bidder. Relief from bids shall be in the City’s sole discretion. 2-1.06 PREVIOUS DISQUALIFICATION, REMOVAL OR OTHER
PREVENTION OF BIDDING. A bid may be rejected on the basis of a Bidder, any officer of such Bidder, or any employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified, removed, or otherwise prevented from bidding on, or completing a Federal, State, or local project because of a violation of law or a safety regulation. 2-1.07 COMPETENCY OF BIDDERS. If two (2) or more prospective Bidders desire to bid jointly as a joint venture on a single project, they must file an affidavit of joint venture with the Bid on a form approved by the City Attorney, and such affidavit of joint venture will be valid only for the specific project for which it is filed. If such affidavit of joint venture is not filed as aforesaid and approved by the City Attorney prior to the time for awarding bids on the specific project for which it is submitted, a joint bid submitted by said Bidders will be disregarded. No bid will be accepted from or a Contract awarded to any Bidder to whom a proposal form has not been issued pursuant to Section 2-1.06. 2-1.08 GUARANTY AND WARRANTY. The Contractor shall guarantee and warrant all materials supplied as being fit for the purpose intended. The Contractor shall guarantee and warrant all work performed as having been accomplished in a proper and workman-like manner. The guarantee and warranty required by this section shall continue for a period of one (1) year after Acceptance of the Work.
Should any failure of the work occur within a period of one (1) year, after Acceptance of the project by the City Council due to faulty materials, poor workmanship, or defective equipment, the Contractor shall promptly make the needed repairs at his or her expense.
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] The City is hereby authorized to make such repairs if the Contractor fails to make or undertake with due diligence the aforesaid repairs within ten (10) calendar days after being given written notice of such failure; provided, however, that in case of emergency where in the opinion of the Engineer, providing a reasonable attempt has been made to notify the Contractor, delay would cause serious loss or damages, or a serious hazard to the public, the repairs may be made or lights, signs, and barricades erected without prior notice to the Contractor, and the Contractor shall pay the entire cost thereof. At the completion of the work the faithful performance bond may be reduced at the discretion of the City Council to not less than ten percent (10%) of the Contract price to cover said guarantee.
Additional guarantees or warranties may be required by the Special Provisions.
SECTION 3. CONTRACT AWARD AND EXECUTION
3-1.04 CONTRACT AWARD. The right is reserved to reject any and all proposals. The award of the Contract, if it be awarded, will be to the lowest responsible Bidder whose proposal complies with all the requirements prescribed. Such award, if made, will be made within sixty (60) calendar days after the public opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, the Roseville City Council may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) calendar days after the public opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred and four (104) calendar days after public opening of the proposals. The above time periods within
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.
All bids will be compared on the basis of the Director's estimate of the quantities of work to be done.
3-1.05 CONTRACT BONDS. The successful Bidder, simultaneously with the execution of the Contract, will be required to furnish a payment bond in an amount equal to one hundred percent (100%) of the Contract price, and a faithful performance bond in an amount equal to one hundred percent (100%) of the Contract price; said bonds shall be in a form approved by the City Attorney and shall be secured by a surety company satisfactory to the City Attorney. If the Contract price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly.
Furthermore, the successful Bidder shall furnish a certificate from the County Clerk as required by California Civil Code of Procedure Section 995.660(a)(3). 3-1.18 CONTRACT EXECUTION. The Contract, in form and contents satisfactory to the City, shall be executed by the successful Bidder and returned, together with the Contract bonds and certificates of insurance within fifteen (15) calendar days after written notice that the Contract has been awarded, or as otherwise directed, in writing, by the City.
No proposal shall be considered binding upon the City until the execution of the Contract by the City.
3-1.20 FAILURE TO EXECUTE CONTRACT. Section 3-1.20, “Failure to Execute Contract” is added as follows:
“Failure of the lowest responsible Bidder, the second lowest responsible Bidder, or the third lowest responsible Bidder to execute the Contract and file acceptable bonds
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] and insurance as provided herein within fifteen (15) calendar days, or within a different timeframe specified by City in writing, after such Bidder has received notice that the Contract has been awarded to him or her, shall be just cause for the annulment of the award and the forfeiture of the Bidder’s security to the City as Liquidated Damages. The successful Bidder may file with the Roseville City Council a written notice, signed by the Bidder or his or her authorized representative, specifying that the Bidder will refuse to execute the Contract if presented to him or her. The filing of such notice shall have the same force and effect as the failure of the Bidder to execute the Contract and furnish acceptable bonds and insurance within the time prescribed by Section 3-1.18.”
SECTION 4. SCOPE OF WORK
There are no amendments to the Standard Specifications.
SECTION 5. CONTROL OF WORK
5-1.02 CONTRACT COMPONENTS. These Standard Construction Specifications, the Standard Specifications, the Standard Plans, the Improvement Plans, Construction Standards, Project Plans, project Special Provisions (and any addenda), the Agreement, Contract Change Orders, and all supplementary documents are all essential parts of the Contract between Contractor and the City. A requirement occurring in one (1) is as binding
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] as though occurring in all. They are intended to be complementary, and to describe and provide for a complete work.
In resolving inconsistencies among two (2) or more sections of the Contract Documents, precedence shall be given in the following order:
A. Special Provisions
B. City of Roseville Standard Construction Specifications C. City of Roseville Design and Construction Standards
D. State Standard Specifications and Amendments to the State Standard Specifications, Standard Special Provisions, and Plans
E. Drawings
Should it appear that the work to be done or any of the matters relative thereto are not sufficiently detailed or explained in these specifications, the special provisions, or the Plans, the Contractor shall apply in writing to the Director for such further explanations as may be necessary and shall conform to them as part of the Contract. In the event of any doubt or question arising respecting the true meaning of these specifications, the special provisions or the Plans, reference shall be made to the Director, whose decision thereon shall be final.
In the event of any discrepancy, between any drawing and the figures written thereon, the figures shall be taken as correct. Detail drawings shall prevail over general drawings. 5-1.20B(5) CITY OF ROSEVILLE ENCROACHMENT PERMITS. Section 5-
1.20B(5), “City of Roseville Encroachment Permits” is added as follows:
“The Contractor need not obtain a separate encroachment permit from the City prior to construction within street rights-of-way or other City rights-of-way. Execution of the Contract by the City shall be deemed an encroachment permit for work required by
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] the Contract within rights-of-way. All work shall conform to the rules and regulations of encroachment permits and shall be subject to the inspection and approval of the Director.”
5-1.20B(6) CITY OF ROSEVILLE BUSINESS LICENSE. Section 5-1.20B(6), “City of Roseville Business License” is added as follows:
“The Contractor shall obtain a business license from the City prior to commencing work.”
5-1.20B(7) OTHER PERMITS. Section 5-1.20B(7), “Other Permits” is added as follows:
“The Contractor in coordination with the Director shall procure any necessary permits which the City has not specifically mentioned as obtaining.” 5-1.31 JOB SITE APPEARANCE. The Contractor shall maintain a neat appearance to the work. In any area visible to the public, the following shall apply:
When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly.
The Contractor shall furnish trash bins for all debris from structure construction. All debris shall be placed in trash bins daily. Forms or falsework that are to be reused shall be stacked neatly concurrently with their removal. Forms and falsework that are not to be reused shall be disposed of concurrently with their removal.
Full compensation for conforming to the provisions in this section, not otherwise provided for, shall be considered as included in price paid for the various Contract items of work involved, and no additional compensation will be allowed therefore.
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 5-1.38 MAINTENANCE AND PROTECTION RELIEF. Section 5-1.38 is deleted.
5-1.43 POTENTIAL CLAIMS AND DISPUTE RESOLUTION. Section 5-
1.43 is deleted in its entirety and replaced with the following:
5-1.43A NOTICE OF POTENTIAL CLAIM. The Contractor shall not be entitled to payment for any additional compensation for any act or failure to act by the City, including failure or refusal to issue a Change Order, or for the happening of any event, thing, occurrence or other cause unless he or she shall have given the City due written Notice of Potential Claim as hereinafter specified.
The written Notice of Potential Claim shall set forth the reasons for which the Contractor believes additional compensation will or may be due, the nature of the costs involved, and, insofar as possible, the amount of the potential claim. The said Notice as above required must have been given to the Director prior to the time that the Contractor shall have performed the Work giving rise to the potential claim for additional compensation, if based on an act or failure to act by the Director, or in all other cases within three (3) Days after the happening of the event, thing, occurrence or other cause giving rise to the potential claim.
If the Notice of Potential Claim does not include complete information about the claim or the parties do not execute a Contract Change Order in connection with the Notice of Potential Claim, Contractor shall submit a complete information about its claim for additional compensation and/or extension of time for performance within fifteen (15) calendar days after such work is performed. Failure to provide written notice of claim prior to undertaking such work or failure to timely submit a complete and specific information about the claim for
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] additional compensation and/or extension of the time for performance shall be deemed a waiver and abandonment of such claim.
If there is a dispute over any claim, the Contractor shall continue to work during the dispute resolution process in a diligent and timely manner as directed by the City, and shall be governed by all applicable provision of the Agreement.
The Contractor shall maintain cost records of all work that is the basis of any dispute. On a daily basis, Contractor shall submit to City completed daily forms, the format of which will be acceptable to the City, with respect to the Contractor’s costs of performing the disputed work.
These daily forms shall itemize all of Contractor’s costs in performing the disputed work, including, but not limited to, all costs relating to materials, labor and equipment with respect to the disputed work. These daily forms shall provide names or identification and classification of affected workers, the hourly rate of pay and hours worked, and also the size, type, and identification number of equipment and hours operated. Said daily work forms shall be duly signed and verified by the Contractor or its authorized representative. The City’s receipt of the Contractors’ daily forms shall not constitute an approval of the Contractor’s claim. Contractor’s failure to submit the daily forms on a daily basis shall constitute a waiver of the Contractor’s right to claim any additional compensation for the disputed work.
Each Contractor claim shall include full and complete information concerning the Claim.
Contractor shall provide a clear, concise recital of the basis, upon which the claim is asserted, including a designation of the provisions of the Contract Documents upon which the claim is based. Contractor shall also include a statement as to the amount of time and/or compensation sought pursuant to the claim; if Contractor’s claim arises from an ongoing occurrence, Contractor shall so state in its claim, including a description of the specific Work activities
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] affected by the claim. All costs, expenses or damages and extensions of time claimed shall be described in reasonable detail under the circumstances together with complete supporting documentation.
The City will review any timely Notice of Potential Claim and supporting information submitted by Contractor. In conducting this review, the City shall have the right to require the Contractor to submit such additional or supporting documents, data and other information as the City may require.
If an agreement can be reached which resolves the Contractor’s claim, the parties will execute a Contract Change Order to document the resolution of the claim. If the parties cannot reach agreement with respect to the Contractor’s claim, the Contractor shall still be obligated to comply with the claim identification provisions identified in these Standard Construction Specifications, including but not limited to Section 5-1.43B.
It is the intention of this Section 5-1.43A that differences between the parties arising under and by virtue of the Contract be brought to the attention of the Director at the earliest possible time in order that such matters may be settled, if possible, or other appropriate action promptly taken. The Contractor hereby agrees that he or she shall have no right to additional compensation for any Claim that may be based on any such act, failure to act, event, thing or occurrence for which no timely written Notice of Potential Claim as herein required was filed. 5-1.43B CLAIMS. Contractor must submit all Claims, for which it has previously submitted a Notice of Potential Claim, prior to Acceptance of the Work. Each such Claim must be sent to the City by registered mail or certified mail with return receipt requested and must contain reasonable documentation to support the Claim.
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Upon receipt of a Claim, the City shall conduct a reasonable review of the Claim and, within a period not to exceed forty-five (45) calendar days, or such further time as mutually agreed upon or necessary pursuant to Public Contract Code Section 9204, the City shall provide the Contractor a written statement identifying what portion of the Claim is disputed and what portion is undisputed. If the City does not respond to a Claim from the Contractor within the time specified herein, such Claim shall be deemed rejected in its entirety.
Any payment due on an undisputed portion of the Claim shall be processed and made within sixty (60) calendar days after the City issues its written statement.
If the Contractor disputes the City’s written response, or if the City does not respond within the time specified herein, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within thirty (30) calendar days for settlement of the dispute.
Within ten (10) business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the Contractor a written statement identifying the portion of the Claims that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claims shall be processed and made within sixty (60) calendar days after the public entity issues its written statement. Any disputed portion of the Claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and the Contractor shall mutually agree to a mediator within ten (10) business days after the disputed portion of the Claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] qualified neutral third party to mediate with regard to the disputed portion of the Claim. Each party shall be responsible for the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be resolved in accordance with Section 9-1.22. 5-1.46 FINAL INSPECTION AND CONTRACT ACCEPTANCE. When the Director has made the final inspection and determines that the Contract work has been completed in all respects in accordance with the Plans and specifications, the Director will recommend that the Roseville City Council formally accept the work, and immediately upon and after such Acceptance by the City, the Contractor will be responsible for the work done for a period of one (1) year.
SECTION 6. CONTROL OF MATERIALS
6-1.03 LOCAL MATERIALS. Local material sites used by the Contractor shall be graded so that, at the time of final inspection of the Contract, they will drain and will blend in with the surrounding terrain.
SECTION 7. LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
7-1.02K(2) WAGES. The provisions of paragraphs 1and 2 of Section 7-1.02K(2) of the Standard Specifications are amended to read as follows:
“Pursuant to the provisions of California Labor Code Section 1773, the City has identified the source, stated below, of the general prevailing rate of wages applicable to the
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] work to be done, for straight time, overtime, Saturday, Sunday and holiday work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned.
The wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm , and are incorporated herein as part of the Contract.
Pursuant to California Labor Code Section 1773.2, general prevailing wage rates shall be posted by the Contractor at a prominent place at the site of the work.” 7-1.02K(6)(b) EXCAVATION SAFETY. For trenches or excavation five feet (5') or deeper, the Contractor shall obtain from the Division of Industrial Safety, a permit authorizing such construction.
7-1.02O VEHICLE CODE. Pursuant to the authority contained in Vehicle Code Section 591, the Department has determined that, within such areas as are within the limits of the project and are open to public traffic, the Contractor shall comply with all the requirements set forth in Vehicle Code Divisions 11, 12, 13, 14, and 15. Attention is directed to the statement in Section 591 that this section shall not relieve the Contractor nor any person from the duty of exercising due care. The Contractor shall take all necessary precautions for safe operation of equipment and the protection of the public from injury and damage from such equipment. 7-1.03 PUBLIC CONVENIENCE. Section 7-1.03 of the Standard Specifications is amended in part as follows:
1. Delete paragraph 10 (“Install signs, lights, flares . . .”) and substitute the following:
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] “In order to expedite the passage of public traffic through or around the work, the Contractor shall install signs, lights, flares, temporary railing (type K), barricades, and other facilities for the sole convenience and direction of public traffic as may be required.
Also, as may be required, the Contractor shall furnish competent flaggers whose sole duties shall consist of directing the movement of public traffic through or around the work. The cost of furnishing and installing such signs, lights, flares, temporary railing (type K), barricades, flaggers, and other facilities shall be included in the lump sum paid for traffic control and no additional compensation will be allowed therefor.
In addition to the requirements previously specified for furnishing facilities and flaggers to expedite the safe passage of the public through or around the work, the Contractor shall at his or her expense furnish and erect within or adjacent to the work such warning, regulatory, or guide signs, markers, or devices as are necessary.”
2. Add a paragraph at the end of the section to read as follows:
“In addition to the requirements hereinbefore specified for furnishing facilities and flaggers for expediting the passage of public traffic through or around the work, the Contractor shall furnish and erect, within or adjacent to the limits of the Contract, such warning, regulatory, and guide signs as may be required. The Contractor shall furnish, install and remove all such signs. Payment for furnishing, installing and removing all such signs shall be included in the lump sum price paid for traffic control and no additional compensation will be allowed therefor.”
7-1.04 PUBLIC SAFETY. It is the intent of the parties that the City is not an exposing, creating, controlling, or correcting employer under California Labor Code Section 6400. In accordance with generally accepted construction practices and State law, the Contractor
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] shall have the authority and be solely and completely responsible for conditions on the job site, including safety of all persons and property during performance of the Work. Moreover, the Contractor shall be the controlling employer and has the authority and responsibility to enforce worksite safety. The Contractor shall be responsible for conducting daily safety inspections and assuring all hazards and violations are abated. The Contractor is responsible for assuring that all subcontractors adhere to the minimum CAL/OSHA safety requirements and that each subcontractor has an effective CAL/OSHA IIP (Illness and Injury Protection Program) in place that specifically addresses all potential exposures, such as, but not limited to, fall protection, confined space, and trenching/shoring. These requirements shall apply continuously and not be limited to normal working hours. The Contractor shall be responsible for any delay costs or damages in the event the progress of Work is slowed or stopped due to a safety violation.
The services of the Director in conducting construction review of the Contractor's performance is not intended to include review of the adequacy of the Contractor's Work methods, equipment, bracing or scaffolding, or safety measures, in, on, or near the construction site. If a City employee observes a safety violation, the City employee will report the violation to the Contractor who is then responsible for assuring the violation is abated.
The Contractor is hereby informed that Work on this project could be hazardous. The Contractor shall carefully instruct all personnel working in potentially hazardous Work areas as to potential dangers and shall provide such necessary safety equipment and instructions as are necessary to prevent injury to personnel and damage to property. Special care shall be exercised relative to Work underground.
All Work and materials shall be in strict accordance with all applicable State, City, County, and Federal Rules, Regulations, and Codes, and attention is drawn to the requirements
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] of CAL/OSHA. The Contractor shall be solely responsible for compliance with all City, County and State blasting requirements and for any damages caused by his or her operations.
In accordance with California Labor Code Section 6705, the Contractor shall submit to the City specific plans to show details of provisions for worker protection from caving ground.
This in no way relieves the Contractor from the requirement of maintaining safety in all operations performed by the Contractor or the Contractor's subcontractors. The detailed plan showing design of shoring, bracing, sloping or other provisions shall be prepared by a registered civil or structural engineer in the State of California as required. Acceptance by the City or its designated agent only constitutes acknowledgment of the submission and does not constitute review or approval of the designs, design assumptions or criteria, completeness of submissions, applicability to areas of intended use, nor implementation of the plans, which are solely the responsibility of the Contractor and his or her registered engineer.
Notwithstanding any classifications relative to the Tunnel Safety Orders, Work within confined spaces on this project is subject to the definitions and applicable provisions of California Code of Regulations Section 8400 et seq., Title 8.
The Contractor shall so perform its Work as not to expose personnel to, or to discharge into the atmosphere from any source whatever, smoke, dust, asbestos, toxic chemicals or other air contaminants in violation of the laws, rules, and regulations of the governmental entities having jurisdiction. Contractors or subcontractors removing one hundred or more square feet (100') of asbestos must be “Certified” in accordance with State law. All Work involving exposure to asbestos and all other hazardous materials shall be performed with protection of personnel in compliance with all applicable regulations and safety requirements.
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Nothing in these Standard Construction Specifications is to be construed to permit Work not conforming to governing codes. When Contract Documents differ from governing codes, the Contractor shall furnish and install the higher standards called for without extra charge. All equipment furnished shall be grounded and provided with guards and protection as required by safety codes. Where vapor tight or explosion proof electrical installation is required by code, this shall be provided. In accordance with the provisions of Labor Code Section 6707, the Contractor shall provide adequate sheeting, shoring and bracing for employee protection, as provided in the proposal as separate Bid Items.
7-1.05 INDEMNIFICATION. The City of Roseville and its officers, agents, employees, and volunteers, including but not limited to the Director, shall not be answerable or accountable in any manner: for any loss or damage that may happen to the work or any part thereof; for any loss or damage to any of the materials or any things used or employed in performing the work; for injury to or death of any person, either workers or the public; or for damage to property from any cause which might have been prevented by the Contractor, his or her workers, or anyone employed by the Contractor or his or her subcontractors.
The Contractor shall be responsible for any liability imposed by law and for injuries to, or death of, any person including, but not limited to, workers and the public, or damage to property resulting from defects or obstructions, or from any cause whatsoever during the progress of the work or at any time before its completion and final Acceptance.
To the fullest extent allowed by law, the Contractor shall defend (through counsel acceptable to the City), indemnify, and save harmless the City of Roseville and its officers, agents, employees, and volunteers from all claims, suits, or actions of every name, kind, and description, brought forth, or on account of, injuries to or death of any person including, but not
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] limited to, workers and the public, or damage to property resulting from the performance of the Contract, except as otherwise provided by statute.
The duty of the Contractor to defend, indemnify, and save harmless includes, but is not limited to, the duties to defend as set forth in Civil Code Section 2778. The Contractor waives any and all rights to any type of express or implied indemnity against the City, its officers, agents, employees, or volunteers.
It is the intent of the parties that the Contractor will defend, indemnify, and hold harmless the City of Roseville, its officers, agents, employees, and volunteers from any and all claims, suits, or actions as set forth above regardless of existence or degree of fault or negligence, on the part of the City, the Contractor, the subcontractor or employee of any of these; except the duty does not apply where the injury or damage is due to the sole or active negligence or willful misconduct of the City.
The Contractor’s responsibility for such defense and indemnity obligations shall survive the termination or completion of this Contract for the full period of time allowed by law. The defense and indemnity obligations of this Contract are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Contract. The parties intend that the defense and indemnity obligations in this Contract shall be broadly construed.
In addition to any remedy authorized by law, so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the City may be retained by the City until disposition has been made of such suits or claims for damages.
The retention of money due the Contractor shall be subject to the following:
A. The City will give the Contractor thirty (30) calendar days’ notice of its intention to retain funds from any partial payment which may become due to the Contractor prior
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] to Acceptance of the Contract. Retention of funds from any payment made after Acceptance of the Contract may be made without such prior notice to the Contractor.
B. No retention of additional amounts out of partial payments will be made if the amount to be retained does not exceed the amount being withheld from partial payments pursuant to Section 9-1.16F, “Retentions,” of the Standard Construction Specifications.
C. If the City had retained funds and it is subsequently determined that the City is not entitled to be indemnified and saved harmless by the Contractor in connection with the matter for which such retention was made, the City shall be liable for interest on the amount retained at the legal rate of interest for the period of such retention. 7-1.06 INSURANCE COVERAGE. Section 7-1.06 Insurance in the Standard Specifications shall be deleted in its entirety and replaced with the following:
A. Evidence of Maintenance Required. The Contractor shall, at its expense, procure and at all times maintain in full force and effect at a minimum the insurance required by this section on all of its operations; and the Contractor shall not allow any Subcontractor to commence work until similar insurance required of the Subcontractor has been obtained and filed. An original Certificate of Insurance, and copies of all required endorsements, all in a form approved by the Risk Manager, evidencing all required coverage or policies shall be filed after the award of the bid and prior to approval of the Contract by the City Council. Contractor shall provide ten (10) days prior written notice to the City of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.
B. Qualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies acceptable to the
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] City and licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.
C. Insurance Required.
1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.
The Commercial General Liability insurance shall include the following, copies of which shall be provided:
a. Inclusion of the City of Roseville, and its officers, agents, employees, and volunteers, as additional insureds (except for workers’ compensation) as respects services or operations under the Contract. The additional insured endorsement for the general liability policy shall be at least as broad as the ISO CG 2010 10 01 combined with ISO CGL Endorsement CG 2037 10 01. Any other endorsement must be approved in writing by the City.
Endorsements must include coverage for on-going and completed operations, which coverage shall be maintained for four (4) years following completion of the Project. Endorsements shall cover the City of Roseville, its officers, agents, employees, and volunteers.
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, cross- liability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss. d. Such insurance shall specifically cover the contractual liability of the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.
2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), or if contractor has no owned autos, Code 8 (hired) and Code 9 (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.
3. Workers' Compensation: In accordance with the provisions of the California Labor Code, Contractor is required to be insured against liability for Workers'
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Compensation or to undertake self-insurance. Statutory Workers' Compensation and Employers' Liability of at least One Million Dollars ($1,000,000) shall cover all Contractors staff while performing any work incidental to the performance or this Agreement.
4. Professional Liability: Professional Liability (Errors and Omission) Insurance appropriate to Contractor’s profession, with a limit of liability not less than One Million Dollars ($1,000,000) per occurrence or claim and Two Million Dollars ($2,000,000) aggregate to cover all design and engineering services rendered by Contractor pursuant to the Agreement. Coverage must commence from the first day that Contractor or any of its Subcontractors provided any design or engineering services in connection with the Project.
5. Builder’s Risk/Course of Construction Insurance (If Required by Risk Management): The Contractor shall be responsible for all loss, damage or destruction whatsoever to the work called for by this Contract until the approval of a Notice of Completion or acceptance of the Work if no Notice of Completion is to be recorded.
The Contractor shall secure “All Risk” type of builder's Risk Insurance of the type covering one hundred percent (100%) of the value of the work performed under this Contract (the value is presumed to be the Contract amount unless otherwise stated in Supplemental Conditions) and all materials, equipment, or other items to be incorporated therein while the same are located at the construction site, a bonded warehouse, or its place of manufacture. At any time, the policy shall cover the value of the work completed. The policy shall cover hazards including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.
The policies providing such insurance shall name the City as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.
Builder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of
3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.
6. Pollution Coverage: Contractor shall procure pollution liability coverage or other insurance covering claims for bodily injury or property damage arising out of the abatement, removal, storage, transportation, or other exposure to hazardous materials or pollutants, in limits not less than Two Million Dollars ($2,000,000). Contractor shall add the City and all parties required to be indemnified by Contractor as additional insured on all pollution liability policies.
7. Higher Coverage Limits: If Contractor maintains higher coverage limits than the amounts shown above, then the City requires and shall be entitled to coverage for the higher coverage limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
8. Claims Made Coverage: Liability insurance coverage may not be written on a “claims made” or modified occurrence basis. The Certificate of Insurance must clearly provide that the coverage is on an “occurrence” basis.
7-1.06A OTHER INSURANCE PROVISIONS.
A. The requirements of the Standard Specifications as to types and limits of insurance coverage to be maintained by the Contractor, and any approval of insurance by the City, are not intended to, and shall not in any manner limit or qualify the liabilities and
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] obligations otherwise assumed by the Contractor pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude the City from taking any other action available to it under any other provision of the Contract or law.
B. The City acknowledges that some insurance requirements contained in these Standard Specifications may be fulfilled by self-insurance on the part of the Contractor.
However, this shall not in any way limit liabilities assumed by Contractor under the Contract.
Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by City in writing. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.
C. The Contractor agrees to include in its contracts with all subcontractors the same requirements and provisions of this Contract, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor’s work. Furthermore, the Contractor shall require its subcontractors to agree to be bound to the Contractor and the City in the same manner and to the same extent as the Contractor is bound to the City under this Contract. Additionally, the Contractor shall obligate its subcontractors to comply with these same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of the City’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, the Contractor may insure subcontractor(s) under its own policy.
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.
E. The limits of insurance required in this Contract may be satisfied by a combination of primary and excess insurance. Any excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of the City (if agreed to in a written contract) before the City’s own insurance shall be called upon to protect it as a named insured.
F. The insurance procured by Contractor shall be subject to the approval of the City, but any acceptance of insurance certificates by the City shall in no way limit or relieve Contractor of its duties and responsibilities under the Agreement.
G. Contractor shall be responsible for all premiums, deductibles, and self- insured retention applicable to the insurance it is required to procure under the Contract. All deductibles or self-insured retentions over five hundred thousand dollars ($500,000) must be approved by the City, in writing. Contractor shall be responsible for all deductibles, self-insured retention payments, and/or increased premiums incurred if the City’s policies of insurance are forced to cover damages or respond to claims for which Contractor or its Subcontractors were obligated to provide insurance under the Contract.
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.
I. Contractor’s indemnity obligations shall not be limited by these insurance provisions and shall survive the expiration of the Contract and the insurance provisions of the Contract shall likewise not be limited by the indemnity provisions of the Contract.
J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY
PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF
NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.
SECTION 8. PROSECUTION AND PROGRESS
8-1.04 START OF JOB SITE ACTIVITIES. The Contractor shall begin work by the date specified in the “Notice to Proceed” letter, and the Contractor shall thereafter diligently prosecute the work to completion.
The Contractor shall notify the Director, in writing, of his or her intent to commence work at least seventy-two (72) hours before work is begun. The notice shall specify the date on which the Contractor intends to begin work. If a project has more than one (1) location of work, a separate notice shall be given for each location.
Should the Contractor begin work in advance of issuance of a “Notice to Proceed,” any work performed in advance of such issuance shall be considered to have been done at Contractor's own risk and as a volunteer.
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 9. PAYMENT
9-1.11C PAYMENT INCLUSIONS. The following is added to Section 9-1.11C Payment Inclusions:
“No additional compensation will be made to the Contractor for claims of increased overhead costs occurring within the originally specified construction Contract period plus any time extensions granted by Change Order. No compensation for extended performance will be granted unless the delay exceeds more than half of the float time available at the time of the delay.”
9-1.16E(4) STOP NOTICE WITHHOLDS. The City may, at its option and at any time, retain out of amounts due the Contractor, sums sufficient to cover claims (including costs and attorneys’ fees), filed pursuant to California Civil Code Section 9350 et seq. 9-1.16F RETENTIONS. The Department shall retain five percent (5%) of the Contract price as part security for the fulfillment of the Contract by the Contractor. 9-1.16G PAYMENT OF WITHHELD FUNDS. Section 9-1.16G, “Payment of Withheld Funds” is added as follows:
“Except as otherwise prohibited by law, the Contractor may elect to receive all payments due under the Contract pursuant to without any retention. If the Contractor so elects, a deposit with the City of securities with a value equivalent to the retention that would otherwise be withheld by the City shall be made. Said security shall be as provided in California Public Contract Code Section 22300, and shall be approved by the City both as to sufficiency and form. In the alternative, the Contractor may elect to deposit such securities in an escrow account and enter into a standard form Escrow
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Agreement for Security Deposits in Lieu of Retention. Blank Agreements are available from the Public Works Director and the City Attorney's Office.” 9-1.17 PAYMENT AFTER CONTRACT ACCEPTANCE. “Final Payment” shall be made in accordance with this section. The Contractor shall, after the completion of the Contract, submit a final estimate of the amount of work done thereunder and the value of such work. Upon approval of the estimate by the Director, the City of Roseville shall pay the entire sum so found to be due after deducting therefrom all previous payments and all amounts to be kept and all amounts to be retained under the provisions of the Contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. The final payment shall not be due and payable until the expiration of thirty five (35) calendar days from the date of Acceptance of the work by the City Council, and thirty-five (35) calendar days after filing of the Notice of Completion with the County of Placer.
No certificate given or payments made under the Contract, except the final certificate or final payment, shall be conclusive evidence of the performance of the Contract, either wholly or in part, and no payment (including the final payment) or certificate shall be construed to be an Acceptance of any defective work or improper materials. Final payment shall not release the Contractor from one (1) year guarantee of the work as provided in Section 7-1.17, “Acceptance of Contract” and Section 2-1.12 “Guarantee and Warranty” of these Specifications.
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 14. ENVIRONMENTAL STEWARDSHITP
14-8.02 NOISE CONTROL. The provisions of Section 14-8.02 of the Standard Specifications are amended by adding the following:
“The Contractor shall additionally conform to the provisions of Roseville Municipal Code Chapter 9.24 where such provisions are more restrictive than these specifications.”
14-9.01 AIR QUALITY GENERAL. The provisions of Section 14-9.01, “Air Quality General” of the Standard Specifications are amended by adding the following:
“Material to be disposed of shall not be burned unless the Contractor has obtained a permit to burn combustible material resulting from clearing and grubbing operations from the Placer County Air Pollution Control District and City of Roseville Fire Marshall. A copy of the permits shall be filed with the Director
before beginning any burning. All such burning shall be conducted in strict conformance with the provision stipulat ed in said permits and at such times and in such manner as to prevent fire from spreading to areas adjoining the right-of-way.” 14-11.02A ASBESTOS REMOVAL AND DISPOSAL. Section 14-11.02A, “Asbestos Removal and Disposal” is added as follows:
“The Contractor shall comply with all rules, regulations, statutes and ordinances regarding asbestos removal and disposal, including but not limited to, 42 U.S.C. Sections 7401, 7412 and 7601 and 40 C.F.R. Part 61, Subpart M.
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] If the Contractor discovers that a building to be demolished or renovated contains asbestos containing material, the Contractor shall immediately cease work and notify the City.”
END OF STANDARD SPECIFICATIONS
AB 626 - 1
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] TEXT OF AB 626
Assembly Bill No. 626
CHAPTER 810
An act to add and repeal Section 9204 of the Public Contract Code, relating to public contracts.
[Approved by Governor September 29, 2016. Filed with Secretary of State September 29, 2016.]
LEGISLATIVE COUNSEL’S DIGEST
AB 626, Chiu. Public contracts: claim resolution.
Existing law prescribes various requirements regarding the formation, content, and enforcement of state and local public contracts. Existing law applicable to state public contracts generally requires that the resolution of claims related to those contracts be subject to arbitration.
Existing law applicable to local agency contracts prescribes a process for the resolution of claims related to those contracts of $375,000 or less.
This bill would establish, for contracts entered into on or after January 1, 2017, a claim resolution process applicable to any claim by a contractor in connection with a public works project. The bill would define a claim as a separate demand by the contractor for one or more of the following: a time extension for relief from damages or penalties for delay, payment of money or damages arising from work done pursuant to the contract for a public work, or payment of an amount disputed by the public entity, as specified.
This bill would require a public entity, defined to exclude certain state entities, upon receipt of a claim sent by registered or certified mail, to review it and, within 45 days, provide a written statement identifying the disputed and undisputed portions of the claim. The bill would authorize the 45-day period to be extended by mutual agreement. The bill would require any payment due on an undisputed portion of the claim to be processed within 60 days, as specified. The bill would require that the claim be deemed rejected in its entirety if the public entity fails to issue the written statement.
This bill would authorize, if the claimant disputes the public entity’s written response or if the public entity fails to respond to a claim within the time prescribed, the claimant to demand to meet and confer for settlement of the issues in dispute. The bill would require any disputed portion of the claim that remains in dispute after the meet and confer conference to be subject to nonbinding mediation, as specified. The bill would provide that unpaid claim amounts accrue interest at 7% per annum. The bill would prescribe a procedure by which a subcontractor or lower tier contractor may make a claim through the contractor.
This bill would require the text of these provisions, or a summary, to be set forth in the plans or specifications for any public work which may give rise to a claim. The bill would specify that a waiver of these rights is void and contrary to public policy, except as specified. The bill would also specify that it does not impose liability on a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
AB 626 - 2
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]
By increasing the duties of local agencies and officials, this bill would impose a state- mandated local program.
This bill would, on January 1, 2020, repeal the provision establishing the claim resolution process.
This bill would specify that these provisions constitute a matter of statewide concern.
The California Constitution requires the state to reimburse local agencies and school districts for certain costs mandated by the state. Statutory provisions establish procedures for making that reimbursement.
This bill would provide that, if the Commission on State Mandates determines that the bill contains costs mandated by the state, reimbursement for those costs shall be made pursuant to these statutory provisions.
The people of the State of California do enact as follows:
SECTION 1. Section 9204 is added to the Public Contract Code, to read:
9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section:
(1) ”Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) ”Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) ”Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) ”Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department.
(ii) The Department of Transportation as to any project under the jurisdiction of that department.
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[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
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] (i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.
SECTION 2.
The Legislature finds and declares that it is of statewide concern to require a charter city, charter county, or charter city and county to follow a prescribed claims resolution process to ensure there are uniform and equitable procurement practices.
SECTION 3.
If the Commission on State Mandates determines that this act contains costs mandated by the state, reimbursement to local agencies and school districts for those costs shall be made pursuant to Part 7 (commencing with Section 17500) of Division 4 of Title 2 of the Government Code.
VII
SPECIAL PROVISIONS
100% TECHNICAL SPECIAL PROVISIONS
FOR THE
TAYLOR ROAD PARK AND RIDE IMPROVEMENTS
PROJECT
Prepared for
CITY OF ROSEVILLE,
PLACER COUNTY
Prepared by
R.E.Y. Engineers, Inc.
Dated FEBRUARY 01, 2023
Table of Contents
STANDARD PLANS LIST ............................................................................................................................ 1 SPECIAL PROVISIONS ............................................................................................................................... 3 SCOPE OF SPECIAL PROVISIONS ........................................................................................................... 3 ORGANIZATION .......................................................................................................................................... 3 DIVISION I GENERAL PROVISIONS ......................................................................................................... 4 1 GENERAL ................................................................................................................................................. 4 2 BIDDING ................................................................................................................................................... 5 3 CONTRACT AWARD AND EXECUTION ................................................................................................ 5 4 SCOPE OF WORK ................................................................................................................................... 5 5 CONTROL OF WORK .............................................................................................................................. 6 5‐1.05 ORDER OF WORK .......................................................................................................................... 7 6 CONTROL OF MATERIALS ................................................................................................................... 10 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ........................................................... 10 8 PROSECUTION AND PROGRESS ....................................................................................................... 10 9 PAYMENT .............................................................................................................................................. 13 DIVISION II GENERAL CONSTRUCTION ............................................................................................... 13 10 GENERAL ............................................................................................................................................. 13 12 TEMPORARY TRAFFIC CONTROL .................................................................................................... 14 DIVISION III EARTHWORK AND LANDSCAPE ....................................................................................... 14 19 EARTHWORK ...................................................................................................................................... 14 DIVISION IV SUBBASES AND BASES .................................................................................................... 15 26 AGGREGATE BASES .......................................................................................................................... 15 DIVISION V SURFACINGS AND PAVEMENTS ....................................................................................... 15 37 BITUMINOUS SEALS .......................................................................................................................... 15 39 ASPHALT CONCRETE ........................................................................................................................ 15 DIVISION VIII MISCELLANEOUS CONSTRUCTION ............................................................................... 16 73 CONCRETE CURBS AND SIDEWALKS ............................................................................................. 16 DIVISION IX TRAFFIC CONTROL DEVICES ........................................................................................... 16 82 SIGNS AND MARKERS ....................................................................................................................... 16 84 MARKINGS ........................................................................................................................................... 17
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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 Information Handout.
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)
RSP 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)
PAVEMENT MARKERS, TRAFFIC LI NES, AND PAVEMENT MARKINGS A24C Pavement Markings – Symbols and Numerals
A24E Pavement Markings – Words and Limits and Yield Lines A24F Pavement Markings – Crosswalks
OBJECT MARKERS, DELINEATORS, CHANNELIZERS, AND BARRICADES A73C Delineators, Channelizers, and Barricades
CURBS, DRIVEWAYS, DIKES, CU RB RAMPS, AND ACCESSIBLE PARKING RSP A88A Curb Ramp Details
A90A Accessible Parking Off-Street
TEMPORARY TRAFFIC CONTROL SYSTEMS
T30 Temporary Pedestrian Access Routes - Typical Sidewalk Closure and Pedestrian Detour
TEMPORARY WATER POLLUTION CONTROL
T64 Temporary Water Pollutions – Control Details (Temporary Drainage Inlet Protection)
ROADSIDE SIGNS
RS1 Roadside Signs – Typical Installation Details No. 1 RS5 Roadside Sign - PSST Post Typical Installation Details No. 1 RS6 Roadside Sign - PSST Post Typical Installation Details No. 2 ELECTRICAL SYSTEMS – PULL BOX
ES-8A Electrical Systems (Non-Traffic Pull Box)
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CITY OF ROSEVILLE
ENGINEERING DEPARTMENT
***********************************
SPECIAL PROVISIONS
TAYLOR ROAD PARK AND RIDE IMPROVEMENT PROJECT
SCOPE OF SPECIAL PROVISIONS
1. The work described in these Special Provisions must be done in conformance with the latest edition of the City of Roseville Standard Construction Specifications, City of Roseville Design and Construction Standards, and Caltrans Standard Specifications and Plans, except insofar as they may be modified by these Special Provisions.
2. Numbering in these Special Provisions conforms to that in the Standard Construction Specifications. The existence of a section in these Special Provisions means that the corresponding section in the Standard Construction Specifications is modified in some respect. Unless otherwise specified, the Standard Construction Specification Provisions are deleted entirely, and the provisions of these Special Provisions are substituted.
3. The construction materials, payment, etc., for items of work shown in the proposal and on the plans, but not specifically mentioned in t hese Special Provisions are referred to the Standard Construction Specifications for conformance.
ORGANIZATION
Special provisions are under headings that correspond with the main-section headings of the State 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 State 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 State Standard Specifications for any other reference to a paragraph of the State Standard Specifications.
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DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to section 1-1.07B:
Definitions and Abbreviations – Whenever in the State Standard Specifications, Special Provisions, Notice to Contractors, Proposal, Contract, or other contract documents the following abbreviations and terms are used, the intent and meaning shall be interpreted as follows:
Abbreviation or Term Intent and Meaning
AGENCY The Department of Public Works, City of
Roseville
CITY The City of Roseville and its applicable
Departments
CITY COUNCIL City Council of the City of Roseville, a
Charter City in the State of California
CALTRANS State of California, Department of
Transportation
DEPARTMENT The Department of Public Works, City of
Roseville
STATE STANDARD SPECIFICATIONS The State Standard Specifications issued by the State of California, Department of
Transportation, dated 2015, and
subsequent Revised Standard
Specifications
ADMINISTRATOR The Director of Public Works/City
Engineer, as created by law; also the City
Engineer
ENGINEER City Engineer, and agents or assistants
duly authorized by the Director of the
Public Works to act on his behalf
DEPARTMENT OF TRANSPORTATION State of California Agency
DEPARTMENT OF INDUSTRIAL
RELATIONS
State of California Agency
DIVISION OF LABOR STANDARDS
ENFORCEMENT
State of California Agency
Replace the following definitions in section 1-1.07B:
Director: Director of Public Works, City of Roseville
Engineer: City Engineer, and agents or assistants duly authorized by the Director of the Public Works to act on his behalf
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Delete Columbus Day in Holidays table in section 1-1.07B
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
2 BIDDING
Add to section 2-1.01:
The bidder's attention is directed to the provisions in Section 2, "Bidding" of the State Standard Specifications and these special provisions for the requirements and conditions which the bidder must observe in the preparation of the proposal form and the submission of the bid.
Add between the 1st and 2nd paragraphs of section 2-1.06B:
The City of Roseville makes the following supplemental project information available:
Supplemental Project Information
Means Description
Included as Appendix 1. California Department of Transportation (Caltrans) Encroachment Permit (_______)
Add to section 2-1.10:
In addition to the subcontractors required to be listed in conformance with Section 2-1.10, "Subcontractor List" of the State Standard Specifications, each proposal must have listed therein the portion of work that will be done by each subcontractor listed. A sheet for listing the subcontractors is included in the Proposal.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
3 CONTRACT AWARD AND EXECUTION
Replace paragraph of Section 3-1.06 with:
The Contractor must be properly licensed as a contractor from contract award through Contract acceptance (Public Contract Code § 10164).
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
4 SCOPE OF WORK
Replace section 4-1.03 with:
The construction of the Taylor Road Park and Ride Lot Improvement Project includes, but not limited to, the following improvements: an expansion of the concrete bus shelter pad to allow for
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additional bus storage area, ADA improvements including new curb ramps and walkways, upgraded accessible parking spaces, installation of conduit for future data and electrical connections, seal coat, signage and striping, and all other improvements as shown on contract plans.
Add to section 4-1.06 with:
Attention is directed to Section 4-1.06, "Differing Site Conditions" of the State Standard Specifications.
During the progress of the work, if subsurface or latent conditions are encountered at the site differing materially from those indicated in the "Materials Information," log of test borings, other geotechnical data obtained by the Department's invest igation of subsurface conditions, or an examination of the conditions above ground at the site, the party discovering those conditions must promptly notify the other party in writing of the specific differing conditions before they are disturbed and before the affected work is performed.
The Contractor will be allowed 15 days from the notification of the Engineer's determination of whether or not an adjustment of the contract is warranted, in which to file a notice of potential claim in conformance with the provisions of Se ction 9-1.17D(2), "Claim Statement" of the State Standard Specifications and as specified herein; otherwise the decision of the Engineer must be deemed to have been accepted by the Contractor as correct. The notice of potential claim must set forth in what respects the Contractor's pos ition differs from the Engineer's determination and provide any additional information obtained by t he Contractor, including but not limited to additional geotechnical data. The notice of potential claim must be accompanied by the Contractor's certification that the following were made in preparation of the bid: a review of the contract, a review of the "Materials Information," a review of the log of test borings and other records of geotechnical data to the extent they were made available to bidders prior to the opening of bids, and an examination of the conditions above ground at the site. Supplementary information, obtained by the Contractor subsequent to the filing of the notice of potential claim, must be submitted to the Engineer in an expeditious manner.
Add to section 4-1.13 with:
The Contractor must use a power washer to remove all reference markings (i.e. USA markings, striping reference points, utility reference points, etc.) Full compensation for conforming to these requirements is considered as included in the contract price paid for various items of work and no additional compensation will be allowed therefor.
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5 CONTROL OF WORK
Add to section 5-1.01 with:
For the award of the “Project”, the City and the Resident Engineer will provide inspection on an eight-hour (8) day and a forty-hour (40) week (Monday through Friday) basis only. The Contractor must reimburse the City at a rate of $ 175 per hour and the Resident Engineer at $225 per hour for all inspection in excess of those hours listed above, including designated holidays and
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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.
Attention is directed to Section 7-1.03,” Public Convenience” of the State Standard Specifications concerning project working hours.
Designated holidays are observed: New Year’s Day, Martin Luther King Day, Presidents Day, Memorial Day, 4 th 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) shall be a designated holiday.
The Contractor must 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 for measuring quantities for payment purposes. The Contractor must cooperate with the Engineer so that checking, and measuring may be accomplished with the least interference to the Contractor’s operations. No additional compensation will be made to the Contractor for fulfilling this requirement.
Attention is directed to Section 81-4 (E) and 91-4 (E) of the City of Roseville Construction Standards regarding trenching within the existing roadway.
Replace the 2nd paragraph in section 5-1.02 with:
Any discrepancies or omissions found in the Contract Documents must be reported to the Engineer immediately. The Engineer will clarify di screpancies or omissions, in writing, within a reasonable time.
In resolving inconsistencies among two or more sections of the Contract Documents, precedence is given in the following order:
A. Notice to Contractors
B. Special Provisions
C. Project Drawings
D. City of Roseville Standard Construction Specifications (Latest Editions) E. City of Roseville Design and Construction Standards and Amendments (Latest Editions) F. City of Roseville Parks Construction Standards (Latest Edition) G. 2015 Revised Standard Specifications
H. 2015 Caltrans Standard Specifications
I. 2015 State Revised Standard Plans
J. 2015 State Standard Plans
K. Supplemental Project Information
Addenda take precedence over all sections refer enced therein. Figure dimensions on Drawings take precedence over scale dimensions. Detailed Drawings take precedence over general Drawings.
Replace section 5-1.05 with:
5-1.05 ORDER OF WORK
Prior to mobilization, the Contractor must contact Underground Service Alert (U.S.A.).
Attention is directed to "Water Pollution Control" of the State Standard Specifications regarding the submittal and approval of the Contractor prepared Stormwater Pollution Prevention Plan, prior to performing work having potential to cause water pollution.
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The Contractor must also prepare a traffic control plan that conforms to Section 12, “Construction Area Traffic Control Devices” of the City of Roseville Construction Standards, the California MUTCD and as described within these Special Provisions prior to construction. The traffic control plan must be approved by the City of Roseville Public Works Traffic Section.
Attention is directed to "Progress Schedule" of these special provisions regarding the submittal of a general time-scaled logic diagram within 10 days after approval of the contract.
Where improvements are immediately adjacent to property owners with landscaped or irrigated areas, Contractor must coordinate with the property owner to confirm the irrigation system to confirm irrigation system is not in conflict with, or has been relocated outside, the project improvements, and is in good working condition. Any damage to the existing irrigation by the Contractor must be repaired by the Contractor at the Contractor’s cost.
Following the completion of the work, the Contractor must provide the City with a copy of the record as-built drawings.
Add to section 5-1.20B with:
In addition to the requirements of Section 5-1.20B of the State Standard Specifications, the Contractor must obtain a business license from the City of Roseville prior to performing work.
The City of Roseville has received the following permits and a copy of the permits can be found in the appendices.
Permit Approval Date
Caltrans - Encroachment Permit TBD
The Contractor must comply with all permit conditions and requirements. If, for any reason, the permit time limits need to be extended, it is the Cont ractor’s sole responsibility to request such extension(s) from the City and to pay any additional fees associated with the permit extension(s).
Refer to sections elsewhere in these special provisions for more detail on permits.
No separate measurement or payment must be made for compliance with permit requirements, extensions or preparation and approval of Contractor ’s work plan. The Contractor must include the costs associated with these items in the various bid items to which the Work relates.
The project includes work in Caltrans right of way. The Contractor must apply for a Caltrans Encroachment Permit (double permit), at the Contractor’s expense, before starting work in Caltrans right of way. The Contractor must provide a copy of the approved Encroachment Permit to the Engineer.
Replace section 5-1.26 with:
The requirements specified in the entire section of the State Standard Specifications are replaced as follows:
The Contractor is responsible to provide all surveys to control the lines, elevations, and dimensions of the work in conformance with th e plans. Any deviation from the lines, elevations and dimensions shown on the plans must receive prior approval from the Engineer.
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The Contractor is responsible for accuracy of his/her own layout work and is responsible and liable for the preservation of all established lines, grades, and layout points. Stakes damaged or destroyed by the public or operations of the Contractor will be replaced by the Contractor at his/her expense. The Contractor must submit all survey records to the Resident Engineer for the project records.
The Contractor is responsible for preparing the as-built drawings.
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 to the end of section 5-1.32:
Personal vehicles of your employee’s may be parked in construction area, including sections closed to traffic, if they do not interfere with the safe passage of public traffic as determined by the Engineer.
When no longer required restore all areas you disturb, including staging areas and temporary construction easements areas, within the project limits to original condition.
Add to section 5-1.36D with:
The City of Roseville is a member of the Underground Service Alert (USA). The Contractor must notify USA 1-800-642-2444 at least 72 hours in advance of beginning work on the project. The Contractor is cautioned that there may be underground and overhead utility facilities within the work area including telephone, electrical, cable television, gas, water and sanitary sewer transmission facilities, and storm drainage collection facilities.
Where possible conflicts may exist, the Contractor must verify the grade and location of existing underground utility prior to any work by careful hand digging.
It is recognized by the City and the Contractor 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. The Contractor is responsible to coordinate all his/her activities with all utility companies for the installation of the utilities that are shown to be done by the respective utility owners.
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.
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The horizontal and vertical locations shown for the existing underground utilities are approximate.
It is the Contractor 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 the Contractor's 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.
In the event the Contractor discovers utilities no t identified on the plans or by the utilities, the Contractor must immediately notify the Engineer and the utility owners by the most expeditious method reasonably available and later confirm in writing.
Full compensation for conforming to the requirements of this section, not otherwise provided for, is considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.
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6 CONTROL OF MATERIALS
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
8 PROSECUTION AND PROGRESS
Add to section 8-1.02 with:
Attention is directed to the provisions in Section 8-1.02, "Schedule" of the Standard Specifications and these special provisions.
In addition to Section 8-1.02, "Schedule," of the State Standard Specifications, the Contractor shall submit a draft progress schedule to the Engineer at the pre-construction meeting, final work progress schedule 10 days prior to work commencement of work, and within 5 working days of the Engineers written request at any other time. The progress schedule shall state the location of
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work with stationing, the anticipated begin and completion dates and the type of construction operation anticipated for the locations of work with stations. Work that exceeds the stated completion date shall be understood as being out of conformance with the progress schedule and these Special Provisions.
The progress schedule shall clearly show the sequence and interdependence of construction activities and shall list specifically activities for obtaining, delivering, installing and completing of each major piece of equipment, materials and other supplies.
The construction schedule shall:
a) Be a calendar-time scaled network diagram.
b) Include time for the Engineer to review submittals or inspect the work. c) Identify the activities, which constitute the controlling operation or critical path.
At the discretion of the Engineer, the Contractor shall attend a meeting one day per week for the duration of the project to discuss the project's schedule and construction issues with the City.
Meetings will be held at a location to be determined at a later date by the City.
Once each month, or as deemed necessary by the Engineer, the Contractor shall submit a revised progress schedule and participate with the Engineer in a schedule review to update activity progress.
Strict conformance to the progress schedule shall be maintained and revisions to the progress schedule may be allowed only upon written approval by the Engineer.
Scheduling of change orders or extra work orders is the responsibility of the Contractor. The Contractor shall revise the schedule to incorporate all activities involved in completing the change orders or extra work order and submit it to the Engineer for review and approval. With the concurrence of the Engineer, change or extra wo rk orders of a magnitude less than $500 do not need to be scheduled, unless the order affects the project schedule or outside parties.
If the Engineer finds the Contractor is entitled to an extension of any completion date under the provisions of the contract the Engineer’s determination of the total number of days extension will be based upon the current analysis of the schedule and upon data relevant to the extension.
The Contractor acknowledges and agrees that delays to non-critical activities (those with float) will not be the basis for a time extension. Non-critical activities are those activities which, when delayed, do not affect the contract completion date. All float time will jointly belong to the City and Contractor.
Payment for work under this section shall be deemed included in other contract items, and no additional compensation shall be allowed therefor.
Replace paragraphs of section 8-1.04B with:
The Contractor shall begin work within 15 days after receiving the “Notice to Proceed“ letter executed by the Director of Public Works or authorized staff and shall thereafter diligently prosecute the work to completion.
Preconstruction Meeting – A preconstruction meeting shall be held between the Contractor 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. The Contractor's representative at this conference shall include all major superintendents for the work and may include major subcontractors and material suppliers.
SP-12
Add to section 8-1.05 with:
All work, including punch list items, shall be completed within 20 working days from the beginning date specified in the Notice to Proceed letter. All punch list items shall be completed within the 20 working days prescribed above. A working day is defined as any weekday which is not a designated holiday listed in Section 5-1.01, “General”.
Add to section 8-1.06 with:
In addition to the requirements specified in Section 8-1.06, “Suspensions”, of the State Standard Specifications, the following shall apply:
Suspensions of Work Ordered by the Engineer – If the performance of all or any portion of the work is suspended or delayed by the Engineer in writing for an unreasonable period of time (not originally anticipated, customary, or inherent to the construction industry) and the Contractor believes that additional compensation or contract time is due as a result of such suspension or delay, the Contractor shall submit to the Engineer in writing a request for adjustment within seven (7) calendar days of receipt of the notice to resume work. The request shall set forth the reasons for such adjustment.
Upon receipt, the Engineer will evaluate the Contractor’s request. If the Engineer agrees that the cost or time or cost and time required for the performance of the contract has increased as a result of such suspension and the suspension was caused by conditions beyond the control of and not the fault of the Contractor, its suppliers, or subcontractors at any approved tier, and not caused by the weather, the Engineer will make an adjustment (excluding profit) and modify the contract in writing accordingly. The Engineer will notify the Contractor of this determination whether or not an adjustment is warranted. No contract adjustment will be allowed unless the Contractor has submitted the request for adjustment within the time prescribed.
No contract adjustment will be allowed under the provisions specified in this section to the extent that performance would have been suspended or delayed by any other cause, or for which an adjustment is provided for or excluded under any term or condition of this contract.
Any contract adjustment warranted due to suspension of work ordered by the Engineer will be made in the same manner as provided for right-of-way delays in Section 8-1.07 “Delays”, of the State Standard Specifications.
Add to section 8-1.10 with:
The Contractor shall pay to the City of Roseville the sum of $2,800 per day, for each and every calendar day's delay in finishing the work (including resident engineer and inspection time) in excess of the number of working days prescribed.
Any progress payment made after the completion date shall not be construed as a waiver of liquidated damages.
Add to section 8-1.10B with:
All roadways impacted by construction activities shall be fully opened to traffic by 4:30 pm. The Contractor shall pay to the City liquidated damages of $1,000 per each half-hour after 4:30 pm is exceeded and that a traveled lane remains closed due to the Contractor’s operations.
After 5:30 pm, the Contractor shall pay to the City liquidated damages of $2,000 per each half- hour that a traveled lane remains closed due to the Contractor’s operations.
SP-13
The Engineer will provide written notice of non-conformance to the Contractor within 24 hours of the violation. All Contractor's equipment, machinery, traffic control, and personnel shall be off of the pavement and all lanes shall be open to traffic to be considered as full compliance.
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9 PAYMENT
Add to section 9-1.02A with:
Payment for all work bid at a price per unit of measurement shall be based upon actual quantities of work as measured upon completion, unless otherwise noted. The City does not expressly or by implication agree that the actual amount of work or material of any class will correspond to the estimated quantities given in the proposal. The Contractor shall make no claim for anticipated profits, or loss of profit for damages, or fo r any extra payment whatsoever because of any difference between the amount of work actually done or material furnished and the estimated amount.
Replaced the 1st paragraph of section 9-1.16A with:
The Contractor shall submit all requests for progress payments using the forms included in Appendix C:
Form CC 1: Progress Payment Request - This form is to be completed and signed by the Contractor and attached as a cover sheet to each request for payment. This form will be mandatory on all contract payment requests.
Form CC2: Progress Payment Request (Detail) - This form may be used by the Contractor to provide the detail required to verify the payment quantities. (City will accept the Contractor's form if it provides the required information.) 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 section 9-1.17D(1):
The Contractor shall submit Form CC4: Final Re lease Form. This form must accompany all requests for final payment. (See Appendix C).
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DIVISION II GENERAL CONSTRUCTION
10 GENERAL
Add to the end of section 10-1.02C(2):
Protect any irrigation component to be relocated before performing any other construction activity in the area.
SP-14
Replace Reserved in section 10-1.02C(3) with:
Transplant any plant to be transplanted before performing any other construction activity in the area.
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12 TEMPORARY TRAFFIC CONTROL
Replace section 12-1.04 with:
Flagging is included in the payment for traffic control system.
The payment for temporary traffic control includes:
1. Type II Barricades
2. Portable Delineators
3. Construction Zone Tape
4. Construction area signs.
Add between retroreflective and orange in the 1st sentence of the 4th paragraph of section 12-
3.11B(1):
nonfluorescent
Add to the end of the 1st paragraph of section 12-4.02C(1):
except for work shown on the stage construction and traffic handling plans
Add to the end of section 12-4.02C(1):
Keep the full width of the traveled way open to traffic when no active construction activities are occurring in the traveled way or within 6 feet of the traveled way and on:
1. Friday after 3:00 p.m.
2. Saturday
3. Sunday
4. Designated holidays
5. Special days
For concrete pavement, place a Fresh Concrete (C43(CA)) sign at the work. Keep the sign in place during the curing period.
DIVISION III EARTHWORK AND LANDSCAPE
19 EARTHWORK
Replace the 2nd, 3rd, and 4th paragraphs of section 19-2.03B with:
Dispose of surplus material. Ensure enough material is available to complete the embankments before disposing of it.
SP-15
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DIVISION IV SUBBASES AND BASES
26 AGGREGATE BASES
Replace the 3rd sentence in the 3rd paragraph of section 26-1.03D with:
The compacted thickness of any one layer must not exceed 0.5 foot.
Replace section 26-1.04 with:
Payment for aggregate base is included in payment for the various items of work that include aggregate base.
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DIVISION V SURFACINGS AND PAVEMENTS
37 BITUMINOUS SEALS
Add between the 2nd and 3rd paragraphs of section 37-5.03C of the RSS for section 37:
Apply the parking area seal at a total rate of 0.40 gal/sq yd not including added water.
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39 ASPHALT CONCRETE
Replace section 39-1.04 with:
39-1.04 Payment
The payment quantity for asphalt concrete shall include any aggregate base required.
Replace section 39-2.01C(3)(c) with:
39-2.01C(3)(c) Prime Coat
Apply a slow-setting asphaltic emulsion as a prime coat to AB areas designated by the Engineer and at a spread rate from 0.15 to 0.40 gal/sq yd. Do not apply more prime coat than can be absorbed completely by the AB in 24 hours.
You may modify the prime coat application rates if authorized.
Close areas receiving prime coat to traffic. Do not allow tracking the prime coat onto pavement surfaces beyond the job site
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SP-16
DIVISION VIII MISCELLANEOUS CONSTRUCTION
73 CONCRETE CURBS AND SIDEWALKS
Replace section 73-1.04 with:
73-1.04 Payment
The payment quantity for concrete curbs and sidewalks shall include any aggregate base required.
Add to section 73-1.02A:
Concrete must be minor concrete complying with section 90-2 and may contain returned plastic concrete complying with section 90-9.
Add to section 73-3.01C:
Within 2 business days of performing the surveys, submit preconstruction and post-construction surveys sealed and signed by one of the following:
1. Land surveyor licensed in the State
2. Civil engineer licensed in th e State before January 1, 1982
Replace Reserved in section 73-3.01D(3) with:
For locations shown, perform a preconstruction survey to verify that forms and site constraints will allow the design dimensioning and slope requirements to be achieved. Upon completing construction of these facilities, perform a post-construction survey and verify that design dimensioning and slope requirements were achieved. The post-construction survey must include a minimum of 3 measurements for each dimension and slope requirement shown. Individual measurements must be equally distributed across the specified slope or dimensional surface.
Add to the beginning of section 73-3.03:
Before placing concrete, verify that forms and site constraints allow the required dimensioning and slopes shown. Immediately notify the Engineer if you encounter site conditions that will not accommodate the design details. Modifications ordered by the Engineer are change order work.
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DIVISION IX TRAFFIC CONTROL DEVICES
82 SIGNS AND MARKERS
Replace the 1st sentence in the 4th paragraph of section 82-3.04 with:
Payment for furnishing sign panels is included in the payment for roadside signs.
SP-17
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84 MARKINGS
APPENDIX A
APPENDIX B
Check Dams SC-4
Caltrans Storm Water Quality Handbooks Section 4
Construction Site BMP Manual Check Dams SC-4
May 2017 1 of 5
Definition and Purpose
Temporary check dams reduce scour and channel erosion by reducing flow velocity and encouraging sediment settlement. A check dam is a small device constructed of rock, gravel bags, compost socks, fiber rolls, or other proprietary product placed across a natural or man-made channel or drainage ditch.
Appropriate Applications
Check dams may be installed:
■ In small open channels that drain 10 ac or less.
■ In steep channels where storm water runoff velocities exceed 5 ft/sec. ■ During the establishment of grass linings in drainage ditches or channels. ■ In temporary ditches where the short length of service does not warrant establishment of erosion- resistant linings.
This BMP may be implemented on a project-by-project basis with other BMPs when determined necessary and feasible by the RE.
Limitations
Not to be used in live streams.
Not appropriate in channels that drain areas greater than 10 ac.
Not to be placed in channels that are already grass lined unless erosion is expected, as installation may damage vegetation.
Standard Symbol
Check Dams SC-4
Caltrans Storm Water Quality Handbooks Section 4
Construction Site BMP Manual Check Dams SC-4
May 2017 2 of 5
Require extensive maintenance following high velocity flows.
Promotes sediment trapping, which can be re-suspended during subsequent storms or removal of the check dam.
Not to be constructed from straw bales or silt fence.
Standards and Specifications
General Requirements
Remove obstructions, rocks, clods, and debris greater than 1 inch in diameter from the ground before installing temporary check dams.
If check dams are used in combination with Rolled Erosion Control Product (RECP) or blanket, install the RECP or blanket first.
Place a temporary check dam perpendicular to the centerline of the ditch or drainage line.
Install the check dam with enough spillway depth to prevent flanking of a concentrated flow around its ends.
Type 1 or Type 2 check dams are appropriate for unlined ditches. Type 2 check dams are appropriate if the ditch is concrete lined.
Fiber Roll (Type 1) Check Dam
Refer to SC-5 “Fiber Rolls.”
Secure the fiber rolls with rope and notched wood stakes.
Drive the stakes into the soil until the notch is even with the top of the fiber roll.
Lace rope between the stakes and over the fiber roll. Knot the rope at each stake.
Tighten by driving the stakes further into the soil and forcing the fiber roll against the surface of the ditch or drainage line.
Gravel Filled Bag (Type 2) Check Dam
Bag Material:
Bags are a geosynthetic material, either polypropylene, polyethylene or polyamide woven fabric, minimum unit weight 4 ounces per yd2, mullen burst strength exceeding 300 psi in conformance with the requirements in ASTM designation D3786, and ultraviolet stability exceeding 70% in conformance with the requirements in ASTM designation D4355.
Check Dams SC-4
Caltrans Storm Water Quality Handbooks Section 4
Construction Site BMP Manual Check Dams SC-4
May 2017 3 of 5
Bag Size:
Each gravel-filled bag shave a length of 24 in to 32 in, width of 16 in to 20 in, and thickness of 3 in.
Alternative bag sizes must be submitted to the RE for approval prior to deployment.
Gravel:
Fill material is between 3/8 and 3/4 inch in diameter, and must be clean and free from clay balls, organic matter, and other deleterious materials. The opening of gravel-filled bags should be secured such that gravel does not escape. Gravel-filled bags are between 30 and 50 lb in weight. Fill material is subject to approval by the RE.
Place a Type 2 temporary check dam as a single layer of gravel-filled bags, placed end-to-end to eliminate gaps.
If you need to increase the height of the dam, add more layers of gravel-filled bags. Stack the bags in the upper row to overlap the joints in the lower row. Stabilize the rows by adding more rows of bags in the lower layers.
Tightly abut bags and stack gravel bags using a pyramid approach. Gravel bags should not be stacked any higher than 3 ft.
Upper rows of gravel bags should overlap joints in lower rows.
Other Considerations
Check dams should be placed at a distance and height to allow small pools to form behind them. Install the first check dam approximately 15 ft from the outfall device and at regular intervals based on slope gradient and soil type.
For multiple check dam installation, backwater from downstream check dam should reach the toe of the upstream dam.
High flows (typically a 2-year storm or larger) should safely flow over the check dam without an increase in upstream flooding or damage to the check dam.
Where grass is used to line ditches, check dams should be removed when grass has matured sufficiently to protect the ditch or swale from erosion.
Check dam materials should consist of biodegradable materials whenever feasible.
Rock check dams might be more applicable if concentrated flows might be a potential.
Check Dams SC-4
Caltrans Storm Water Quality Handbooks Section 4
Construction Site BMP Manual Check Dams SC-4
May 2017 4 of 5
Maintenance and Inspection
Check dams must be inspected at a minimum weekly, prior to forecasted rain events, daily during extended rain events, and after the conclusion of rain events.
Replace missing rock, bags, fiber rolls, etc. that have degraded or become damaged.
Remove sediment when depth reaches one-third of the check dam height.
Remove accumulated sediment prior to permanent seeding or soil stabilization.
Remove check dam and accumulated sediment when check dams are no longer needed or when directed by the RE.
Removed sediment can be incorporated in the project at locations designated by the RE or disposed of outside the highway right of way in conformance with the Standard Specifications.
SWPPP or WPCP
Temporary Check Dams must be discussed in Section 500.3.3 of the SWPPP or Section 30.2.2 of the WPCP.
Check Dams SC-4
Caltrans Storm Water Quality Handbooks Section 4
Construction Site BMP Manual Check Dams SC-4
May 2017 5 of 5
Fiber Rolls SC-5
Caltrans Storm Water Quality Handbooks Section 4
Construction Site BMP Manual Fiber Rolls SC-5
May 2017 1 of 6
Definition and Purpose
A fiber roll consists of wood excelsior, rice or wheat straw, or coconut fibers that is rolled or bound into a tight tubular roll and placed on the toe and face of slopes to intercept runoff, reduce its flow velocity, release the runoff as sheet flow and provide removal of sediment from the runoff. Fiber rolls may also be used for drainage inlet protection and as check dams under certain situations.
Appropriate Applications
This BMP may be implemented on a project-by-project basis with other BMPs when determined necessary and feasible by the RE.
Fiber rolls may be applied as both temporary and permanent sediment controls.
Along the toe, top, face, and at grade breaks of exposed and erodible slopes to shorten slope length and spread runoff as sheet flow.
Below the toe of exposed and erodible slopes.
Fiber rolls may be used as check dams in unlined ditches or as temporary drainage inlet protection Down- slope of exposed soil areas.
Around temporary stockpiles.
Along the perimeter of a project.
Standard Symbol
Fiber Rolls SC-5
Caltrans Storm Water Quality Handbooks Section 4
Construction Site BMP Manual Fiber Rolls SC-5
May 2017 2 of 6
Limitations
Runoff and erosion may occur if fiber roll is not adequately trenched in.
Fiber rolls at the toe of slopes greater than 5:1 (H:V) may require the use of a large sediment barrier as specified in Standard Specifications Section 13-10.03D Temporary Large Sediment Barrier or installations achieving the same protection (i.e., stacked smaller diameter fiber rolls, etc.).
Difficult to move once saturated.
Fiber rolls could be transported by high flows if not properly staked and trenched in.
Fiber rolls have limited sediment capture zone.
Do not use fiber rolls on slopes subject to creep, slumping, or landslide.
Plastic netting should not be used when regulatory permits prohibit their use or if there is a potential for plastic netting to endanger wildlife.
Plastic netting is only allowed where fiber rolls will be for short duration and will be removed.
Standards and Specifications
Materials
Fiber rolls must be premanufactured and filled with weed-free rice or wheat straw, wood excelsior, or coconut fiber. Fiber roll must be covered with biodegradable jute, sisal, or coir fiber netting secured tightly at each end.
Fiber rolls must have a minimum functional longevity of 1 year.
Fiber rolls must be:
■ 8 to 10 inches in diameter and at least 1.1 lb/ft
■ 10 to 12 inches in diameter and at least 3 lb/ft
Large sediment barriers are a subset of fiber rolls. Large sediment barriers must be:
■ 18 to 22 inches in diameter
■ At least 8 ft in length
■ At least 6.5 lb/ft
Fiber rolls used within the jurisdiction of the Lahontan RWQCB must be made entirely of biodegradable materials if the project is near an ESA area, they are intended to be left in place after construction is completed or there are regulatory permits prohibiting the use of non-photo/biodegradable fiber rolls.
Submit a Certificate of Compliance for fiber rolls.
Rope to fasten fiber rolls must be 1/4 inch in diameter and biodegradable, such as sisal or manila.
Fiber Rolls SC-5
Caltrans Storm Water Quality Handbooks Section 4
Construction Site BMP Manual Fiber Rolls SC-5
May 2017 3 of 6
Wood stakes must be untreated fir, redwood, cedar, or pine and cut from sound timber. The ends must be pointed for driving into the ground. Notched stakes must be at least 1 by 2 by 24 inches in size. Stakes without notches must be at least 1 by 1 by 24 inches.
Typical Fiber Roll Installation
Before installing fiber roll, remove obstructions from the ground, including rocks, clods, and debris greater than 1 inch in diameter.
For any 20-foot section of fiber roll, prevent the fiber roll from varying more than 5 percent from level.
Use the following spacing unless otherwise noted on the project plans or special provisions:
■ 10 feet apart for slopes steeper than 2:1 (H:V)
■ 15 feet apart for slopes from 2:1 to 4:1 (H:V)
■ 20 feet apart for slopes from 4:1 to 10:1 (H:V)
■ 50 feet apart for slopes flatter than 10:1 (H:V)
For Type 1 installations:
■ Place in a furrow that is from 2 to 4 inches deep.
■ Fasten with wood stakes every 4 feet along the length of the fiber roll. ■ Fasten the ends of the fiber roll by placing a stake 6 inches from the end of the roll. ■ Drive the stakes into the soil so the top of the stake is less than 2 inches above the top of the fiber roll.
For Type 2 installations:
■ Fasten with notched wood stakes and rope.
■ Drive stakes into the soil until the notch is even with the top of the fiber roll. ■ Lace the rope between stakes and over the fiber roll. Knot the rope at each stake. ■ Tighten the fiber roll to the surface of the slope by driving the stakes further into the soil.
If more than one fiber roll is placed in a row, the rolls should be overlapped; not abutted. Stagger overlapping joints in adjacent rows by 5 to 10 feet.
Typical Large Sediment Barrier Installation
Place a single row of fiber rolls end-to-end, approximately parallel with the slope contour. For any 20-foot section of fiber roll, do not allow the fiber roll to vary by more than 5 percent from level.
Place the fiber rolls in a furrow that is from 6 to 8 inches deep.
Secure the fiber rolls with wood stakes 4 feet apart.
Place a stake 18 inches from each end of each fiber roll.
Drive the stakes into the soil such that the top of the stakes are less than 2 inches above the top of the fiber rolls.
Angle the last 6 feet upslope at the downhill end of the run.
Fiber Rolls SC-5
Caltrans Storm Water Quality Handbooks Section 4
Construction Site BMP Manual Fiber Rolls SC-5
May 2017 4 of 6
Removal
For permanent installations, do not remove fiber rolls. Fiber rolls will degrade over time, while underlying soils are stabilized by other BMPs.
For temporary installations, remove fiber rolls, collect and dispose of sediment accumulation, and fill and compact holes, trenches, depressions or any other ground disturbance to blend with adjacent ground.
Maintenance and Inspection
Remove sediment from behind the fiber roll if sediment is 1/3 of fiber roll height above ground.
Repair or adjust the fiber roll if rills or other evidence of concentrated runoff occur beneath the fiber roll.
Repair or replace the fiber roll if they become split, torn, or unraveled.
Add stakes if the fiber roll slumps or sags.
Replace broken or split wood stakes.
Remove sediment deposits, trash, and debris from fiber roll as needed. If removed sediment is deposited within project limits, it must be stabilized and not exposed to erosion by wind or water.
Perform maintenance as needed or as required by the RE or CGP or LTCGP requirements.
Inspect fiber rolls before and following rainfall events and a least daily during prolonged rainfall. Perform maintenance as needed or as required by the RE.
Maintain fiber rolls to provide an adequate sediment holding capacity and runoff velocity reduction.
Fiber roll placement must be shown on the WPCDs.
SWPPP or WPCP
Fiber rolls must be discussed in Section 500.3 of the SWPPP or Section 30.2 of the WPCP.
Fiber Rolls SC-5
Caltrans Storm Water Quality Handbooks Section 4
Construction Site BMP Manual Fiber Rolls SC-5
May 2017 5 of 6
Fiber Rolls SC-5
Caltrans Storm Water Quality Handbooks Section 4
Construction Site BMP Manual Fiber Rolls SC-5
May 2017 6 of 6
Concrete Waste Management WM-8
Caltrans Storm Water Quality Handbooks Section 8
Construction Site BMP Manual Concrete Waste Management WM-8 May 2017 1 of 5
Definition and Purpose
These are procedures and practices that are designed to minimize or eliminate the discharge of concrete waste materials to the storm drain systems or watercourses.
Appropriate Applications
Concrete waste management procedures and practices are implemented on construction projects where concrete is used as a construction material or where concrete dust and debris result from demolition activities.
Where slurries containing portland cement concrete (PCC) or asphalt concrete (AC) are generated, such as from sawcutting, coring, grinding, grooving, and hydro-concrete demolition.
Where concrete trucks and other concrete-coated equipment are washed on site, when approved by the Resident Engineer (RE). See also NS-8, “Vehicle and Equipment Cleaning." Where mortar-mixing stations exist.
Limitations
None identified.
Standards and Specifications
Education
Educate employees, subcontractors, and suppliers on the concrete waste management techniques described herein.
The WPC Manager shall oversee and enforce concrete waste management procedures.
Standard Symbol
Concrete Waste Management WM-8
Caltrans Storm Water Quality Handbooks Section 8
Construction Site BMP Manual Concrete Waste Management WM-8 May 2017 2 of 5
Concrete Demolition Wastes
Stockpile concrete demolition wastes in accordance with BMP WM-3, “Stockpile Management.” Disposal of hardened PCC and AC waste shall be in conformance with Standard Specifications Section 14-10 Solid Waste Disposal and Recycling.
Concrete Slurry Waste Management and Disposal
PCC and AC waste shall not be allowed to enter storm drainage systems or watercourses.
A sign shall be installed adjacent to each temporary concrete washout facility to inform concrete equipment operators to utilize the proper facilities.
The WPCM must ensure that onsite concrete working tasks are being monitored, such as saw cutting, coring, grinding and grooving to ensure proper methods are implemented.
Residue from saw cutting, coring and grinding operations shall be picked up by means of a vacuum device.
Residue shall not be allowed to flow across the pavement and shall not be left on the surface of the pavement.
See also NS-3, “Paving and Grinding Operations.”
Vacuumed slurry residue shall be disposed in accordance with WM-5, “Solid Waste Management” and Standard Specifications Section 7-1.13. Slurry residue shall be temporarily stored in a facility as described in “Onsite Temporary Concrete Washout Facility, Concrete Transit Truck Washout Procedures” below), or within an impermeable containment vessel or bin.
Collect and dispose of all residues from grooving and grinding operations in accordance with Standard Specifications Section 14-10 Solid Waste Disposal and Recycling and Standard Specifications 14-11 Hazardous Waste and Contamination.
Onsite Temporary Concrete Washout Facility, Concrete Transit Truck Washout Procedures Temporary concrete washout facilities shall be located a minimum of 50 ft. from storm drain inlets, open drainage facilities, and watercourses, unless determined infeasible by the RE. Each facility shall be located away from construction traffic or access areas to prevent disturbance or tracking.
A sign shall be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities. The sign shall be installed as shown on the plans and in conformance with the provisions in Standard Specifications Section 56 2, Overhead Sign Structure.
Temporary concrete washout facilities shall be constructed above grade or below grade at the option of the Contractor. Temporary concrete washout facilities shall be constructed and maintained in sufficient quantity and size to contain all liquid and concrete waste generated by washout operations.
Temporary washout facilities shall have a temporary pit or bermed areas of sufficient volume to completely contain all liquid and waste concrete materials generated during washout procedures.
Perform washout of concrete mixers, delivery trucks, and other delivery systems in designated areas only.
Wash concrete only from mixer chutes into approved concrete washout facility. Washout may be collected in an impermeable bag or other impermeable containment devices for disposal.
Concrete Waste Management WM-8
Caltrans Storm Water Quality Handbooks Section 8
Construction Site BMP Manual Concrete Waste Management WM-8 May 2017 3 of 5
Pump excess concrete in concrete pump bin back into concrete mixer truck.
Concrete washout from concrete pumper bins can be washed into concrete pumper trucks and discharged into designated washout area or properly disposed offsite.
Once concrete wastes are washed into the designated area and allowed to harden, the concrete shall be broken up, removed, and disposed of in conformance with the provisions in Standard Specifications Section 7-1.13 or 15 3.02.
Temporary Concrete Washout Facility Type “Above Grade”
Temporary concrete washout facility Type “Above Grade” shall be constructed as shown on Page 6 or 7, with a recommended minimum length and minimum width of10 ft, but with sufficient quantity and volume to contain all liquid and concrete waste generated by washout operations. The length and width of a facility may be increased, at the Contractor’s expense, upon approval from the RE.
Straw bales, wood stakes, and sandbag materials shall conform to the provisions in SC-9, "Straw Bale Barrier."
Plastic lining material shall be a minimum of 10-mil polyethylene sheeting and shall be free of holes, tears or other defects that compromise the impermeability of the material. Liner seams shall be installed in accordance with manufacturers’ recommendations.
Portable delineators shall conform to the provisions in Standard Specifications Section 12 3.04, "Portable Delineators." The delineator bases shall be cemented to the pavement in the same manner as provided for cementing pavement markers to pavement. Portable delineators shall be applied only to a clean, dry surface.
Temporary Concrete Washout Facility (Type Below Grade)
Temporary concrete washout facility Type “Below Grade” shall be constructed as shown on page 6, with a recommended minimum length and minimum width of 10 ft. The quantity and volume shall be sufficient to contain all liquid and concrete waste generated by washout operations. The length and width of a facility may be increased, at the Contractor’s expense, upon approval of the RE. Lath and flagging shall be commercial type.
Plastic lining material shall be a minimum of 10-mil polyethylene sheeting and shall be free of holes, tears or other defects that compromise the impermeability of the material. Liner seams shall be installed in accordance with manufacturers’ recommendations.
The soil base shall be prepared free of rocks or other debris that may cause tears or holes in the plastic lining material.
Temporary washout facilities shall implement BMPs to prevent run-on and run-off from the facility.
Removal of Temporary Concrete Washout Facilities
When temporary concrete washout facilities are no longer required for the work, as determined by the RE, the hardened concrete shall be removed and disposed of. Disposal of PCC dried residues, slurries or liquid waste shall be disposed of outside the highway right-of-way in conformance with provisions of Standard Specifications Section 7-1-13. Materials used to construct temporary concrete washout facilities shall become Concrete Waste Management WM-8
Caltrans Storm Water Quality Handbooks Section 8
Construction Site BMP Manual Concrete Waste Management WM-8 May 2017 4 of 5
the property of the Contractor, shall be removed from the site of the work, and shall be disposed of outside the highway right-of-way.
Holes, depressions or other ground disturbance caused by the removal of the temporary concrete washout facilities shall be backfilled and repaired in conformance with the provisions in Standard Specifications Section 15 1.02, "Preservation of Property."
Maintenance and Inspection
Inspect Concrete Waste Management areas before, during and after rainfall events, and at least weekly during other times.
The WPC Manager shall monitor concrete working tasks, such as sawcutting, coring, grinding and grooving daily to ensure proper methods are employed or as directed by the RE.
Temporary concrete washout facilities shall be maintained to provide adequate holding capacity with a minimum freeboard of 4 inches for above grade facilities and 12 inches for below grade facilities.
Maintaining temporary concrete washout facilities shall include removing and disposing of hardened concrete and returning the facilities to a functional condition.
Hardened concrete materials shall be removed and disposed of in conformance with the provisions in Standard Specifications Section 7-1.13 or 15 3.02.
Existing facilities must be cleaned, or new facilities must be constructed and ready for use once the washout is 75% full.
Temporary concrete washout facilities shall be inspected for damage (i.e. tears in polyethylene liner, missing sandbags, etc.). Damaged facilities shall be repaired.
Inspection and Maintenance of these areas must be properly documented and ensure no potential for discharges occur from these areas as part of the non-visible monitoring requirements.
SWPPP or WPCP
Concrete Waste Management must be discussed in Section 500.4.2 of the SWPPP or Section 30.3.2 of the WPCP.
Concrete Waste Management WM-8
Caltrans Storm Water Quality Handbooks Section 8
Construction Site BMP Manual Concrete Waste Management WM-8 May 2017 5 of 5
Paving, Sealing, Sawcutting, and
Grinding Operations
NS-3
Caltrans Storm Water Quality Handbooks Section 7
Construction Site BMP Manual Paving, Sealing, Sawcutting, and Grinding Operations NS-3 May 2017 1 of 4
Definition and Purpose
Procedures and practices for conducting paving, sealing, sawcutting, and grinding activities to minimize the transport of pollutants to the storm drain system or receiving water body.
Appropriate Applications
These procedures are implemented where operations such as paving, surfacing, resurfacing, grinding, coring, grooving, sealing and sawcutting generate spoils, residue, or process water that may pollute storm water runoff or discharge to the storm drain system or receiving water body.
Limitations
Activities related to paving, sealing, sawcutting, grooving, and grinding operations should be limited when precipitation is forecasted to prevent the triggering for visible and non-visible pollutant monitoring.
Discharges of freshly paved surfaces can raise pH and trigger permit violations.
Standard Symbol
Paving, Sealing, Sawcutting, and
Grinding Operations
NS-3
Caltrans Storm Water Quality Handbooks Section 7
Construction Site BMP Manual Paving, Sealing, Sawcutting, and Grinding Operations NS-3 May 2017 2 of 4
Standards and Specifications
General Requirements
Refer to Standard Specifications Section 13-4.03E (7) Paving, Sealing, Sawcutting, Grooving, and Grinding Activities.
Do not allow the following materials to enter storm drain system and receiving waters: cementitious material, asphaltic material, aggregate or screenings, sawcutting, grooving, and grinding residue, pavement chunks, shoulder backing, methacrylate resin, and sandblasting residue. This list is not exhaustive.
Drainage inlets shall be protected and linear sediment barriers (such as silt fences, gravel bag berms, or fiber rolls) shall be used to protect receiving waters during operations related to paving, sealing, sawcutting, or grinding.
Drainage inlets and manholes shall be protected during application of seal coat, tack coat, slurry seal, and/or fog seal. Refer to SE-10, “Temporary Drainage Inlet Protection.” Whenever precipitation is forecasted, limit paving, sawcutting, and grinding to places where runoff can be captured. Grinding or grooving of pavement shall not be conducted when precipitation is forecasted unless runoff can be captured.
Seal coat, tack coat, slurry seal, or fog seal shall not be applied when precipitation is forecasted during the application or curing period.
Slurry shall be removed with a vacuum immediately after it is produced and shall be prevented from running off the pavement or into lanes open to traffic.
The residue from grooving and grinding activities shall be collected with a vacuum attachment on the grinding machine and shall be prevented from flowing across the pavement. See also WM-8, “Concrete Waste Management,” and WM-10, “Liquid Waste Management.”
Material removed from existing roadways may be stockpiled, if allowed, away from drainage inlets and receiving waters in accordance with BMP WM-3, “Stockpile Management” and Standard Specification 13-
4.03C(3) Stockpile Management.
Drip pans or absorbent materials shall be placed under paving equipment when not in use. Refer to WM-4, “Spill Prevention and Control.” Equipment shall be cleaned in accordance with NS-8, “Vehicle and Equipment Cleaning.”
Do not coat asphalt trucks and equipment with substances that contain soap, foaming agents, or toxic chemicals.
Asphalt Concrete and Concrete Pavement Handling
Prevent sand and gravel from entering streets, storm drains, and receiving waters.
Paving, Sealing, Sawcutting, and
Grinding Operations
NS-3
Caltrans Storm Water Quality Handbooks Section 7
Construction Site BMP Manual Paving, Sealing, Sawcutting, and Grinding Operations NS-3 May 2017 3 of 4
Substances used to coat asphalt transport trucks, asphalt trucks, and asphalt spreading equipment shall not contain soap, foaming agents, or toxic chemicals.
Asphalt spoils must be recycled or disposed of in accordance with WM-5, “Solid Waste Management,” and/or WM-6, “Hazardous Waste Management.”
AC and PCC grindings, pieces, or chunks approved by the RE for reuse in embankments or shoulder backing shall not be at risk of entering storm drain systems or receiving waters.
Temporarily protect inlets and receiving waters until the structure is stabilized or permanent controls are in place.
The reuse of AC or PCC grindings, pieces, or chunks as road base must be placed at least five feet above the seasonal high groundwater elevation with the approval of the RE. Shoulder backing containing Recycled Asphalt Pavement (RAP) shall not be placed within 100 feet measured horizontally from a culvert, watercourse, or bridge and must comply with the 2016 SWMP.
During chip seal application and sweeping operations, petroleum or petroleum covered aggregate must not be allowed to enter storm drains or receiving waters. Temporarily protect inlets and receiving waters until stabilized.
Clean asphalt-coated equipment off-site whenever possible. When cleaning dry, hardened asphalt from equipment, manage hardened asphalt debris in accordance with WM-5, “Solid Waste Management,” and/or WM-6, “Hazardous Waste Management,” and NS-8 “Vehicle and Equipment Cleaning” whichever is applicable.
Allow aggregate rinse to settle. Then, either allow rinse water to dry in a temporary pit as described in WM-8, “Concrete Waste Management,” or dispose in accordance with WM-5, “Solid Waste Management.” Thermoplastic Striping and Pavement Markers
Contractor shall not pre-heat, transfer, or load thermoplastic within 50 feet of drainage inlets or receiving waters.
Do not unload, transfer, or load bituminous material for pavement markers within 50 feet of drainage inlets or receiving waters.
All thermoplastic striper and pre-heater equipment shutoff valves shall be inspected to ensure that they are working properly to prevent thermoplastic from leaking.
The pre-heater shall be filled carefully to prevent splashing or spilling of hot thermoplastic. Leave six inches of space at the top of the pre-heater container when filling thermoplastic to allow room for material to move when the vehicle is deadheaded.
Paving, Sealing, Sawcutting, and
Grinding Operations
NS-3
Caltrans Storm Water Quality Handbooks Section 7
Construction Site BMP Manual Paving, Sealing, Sawcutting, and Grinding Operations NS-3 May 2017 4 of 4
Melting tanks shall be loaded with care, a minimum of six inches of freeboard in case of splashing when vehicle is deadheaded. When servicing or filling melting tanks, ensure all pressure is released before removing lids to avoid spills.
Immediately remove drips, overspray, improper markings, paint, and thermoplastic tracked by traffic with an authorized method.
Collect and dispose of bituminous material from the roadway after removal of markers in accordance with WM-5, “Solid Waste Management.”
Clean truck beds daily of loose debris and melted thermoplastic. When possible, recycle thermoplastic material. Thermoplastic waste shall be disposed of in accordance with BMP WM-5, “Solid Waste Management” and/or WM-6, “Hazardous Waste Management, as applicable.
Maintenance and Inspection
Inspect and maintain machinery and BMPs regularly to minimize leaks and drips.
Ensure that employees and subcontractors are implementing appropriate measures during paving operations.
If project operations trigger the IGP (industrial operations located within project limits regardless of whether the facility is within or outside Caltrans’ right-of-way and outside Caltrans’ right-of-way but within project limits), ensure that any run-on or run-off from IGP activities does not have potential to create pollution onto Caltrans right-of-way. Refer to 2016 SWMP Section 7.2 for additional guidance.
SWPPP or WPCP
Paving, Sealing, Sawcutting and Grinding Operations must be discussed in Section 500.4 of the SWPPP or Section 30.3.1 of the WPCP.
Temporary Drainage Inlet Protection SC-10
Caltrans Storm Water Quality Handbooks Section 4
Construction Site BMP Manual Temporary Drainage Inlet Protection SC-10 May 2017 1 of 9
Definition and Purpose
Temporary drainage inlet protection consists of devices used at storm drain inlets that detain and/or filter sediment-laden runoff prior to discharge into storm drainage systems. This is achieved by allowing sediment to settle and/or filtering sediment upstream of a linear sediment barrier.
Appropriate Applications
Where ponding will not encroach into highway traffic.
Where sediment laden surface runoff may enter an inlet.
Where disturbed drainage areas have not yet been permanently stabilized.
Where the drainage area is 1 ac or less.
Used year-round.
Limitations
Requires an adequate area for water to pond without encroaching upon traveled way and should not present an obstacle to oncoming traffic.
May require other methods of temporary protection to prevent sediment-laden stormwater and non- stormwater discharges from entering the storm drain system.
Sediment removal may be difficult in high flow conditions or if runoff is heavily sediment laden. If high flow conditions are expected, use other on-site sediment trapping techniques, such as SC-4 “Check Dams,” in conjunction with temporary drainage inlet protection.
Standard Symbol
Temporary Drainage Inlet Protection SC-10
Caltrans Storm Water Quality Handbooks Section 4
Construction Site BMP Manual Temporary Drainage Inlet Protection SC-10 May 2017 2 of 9
Frequent maintenance is required.
Silt fence inlet protection is appropriate in open areas that are subject to sheet flow and for flows not exceeding 0.5 cfs.
Gravel bag barriers for inlet protection are applicable when sheet flows or concentrated flows exceed 0.5 cfs, and it is necessary to allow for overtopping to prevent flooding.
Fiber rolls and foam barriers are not appropriate for locations where they cannot be properly anchored to the surface.
Excavated drop inlet sediment traps are appropriate where relatively heavy flows are expected and overflow capability is needed.
For drainage areas larger than 1 ac, runoff should be routed to a sediment trapping device designed for larger flows. See BMPs SC-2, “Sediment/Desilting Basin,” and SC-3 “Sediment Trap/Curb Cutback.” Standards and Specifications
General Requirements
Refer to Standard Specifications Section 13-6.03C for “Temporary Drainage Inlet Protection” and 13-6.03F for “Rigid Plastic Barriers.”
Identify existing and/or planned storm drain inlets that have the potential to receive sediment-laden surface runoff. Determine if storm drain inlet protection is needed, and which method or combination of methods to use. Update inlet protection as site conditions change.
Use a linear sediment barrier to redirect runoff and control ponding in order to prevent ponding from encroaching on the traveled way or overtopping the curb or dike.
Prior to installation, clear the area around each inlet of obstructions, including rocks, clods, and debris greater than 1-in. in diameter.
Install linear sediment barriers upstream of the inlet and parallel with the curb, dike, or flow line to keep sediment from entering the inlet.
Remove accumulated sediment according to Maintenance and Inspection recommendations. Accumulated sediment may be disposed of outside the highway right-of-way in conformance with the Standard Specifications Section 14-10.
Type 1: Silt Fence
This method should be used for drain inlets requiring protection in areas where finished grade is established and erosion control seeding has been applied or is pending. The silt fence (Type 1) protection is illustrated on