Sacramento City Council
February 10, 2026

City of Sacramento
City Council - 2PM Report
915 I Street Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2026-00371 2/10/2026
Marysville Boulevard Vision Zero Quick Build Project (Phase I, T15216300) File ID: 2026-00371
Location: Marysville Boulevard, from Los Robles Boulevard to Harris Avenue, District 2 Recommendation: Adopt a Resolution: 1) approving the Plans and Specifications for the Marysville Boulevard Vision Zero Quick Build (Phase 1) Project; 2) authorizing the City Manager or designee to increase the expenditure budget of the Marysville Boulevard Vision Zero Safety Project (T15216300) by transferring $1,000,000 (Major Street Construction, Fund 2007) and $228,356 (Road Maintenance and Rehabilitation, Fund 2036) from the Quick-Build Safety Program (T15255300); 3) awarding the construction contract for the Marysville Boulevard Vision Zero Quick Build (Phase 1) Project to Martin General Engineering, Inc. in an amount not-to-exceed $820,436; and 4) authorizing the City Manager or designee to execute the construction contract for the Marysville Boulevard Vision Zero Quick Build (Phase 1) Project to Martin General Engineering, Inc.

Contact: Judith-Matsui Drury, Supervising Engineer, (916) 808-7610, jmatsui- [email protected]; Ofelia Avalos, Engineering Manager, (916) 808-5054, [email protected]; Department of Public Works Presenter: None
Attachments:
1-Description/Analysis
2-Resolution
3-Plans and Specifications - Marysville Boulevard Vision Zero Quick Build (Phase 1) Project 4-Construction Contract - Marysville Boulevard Vision Zero Quick Build (Phase 1) Project - Martin General Engineering, Inc.

Description/Analysis
Issue Detail: The Marysville Boulevard Vision Zero Safety Project (T15216300) is located on Marysville Boulevard between Arcade Boulevard and North Avenue. The project’s limits were identified in the Vision Zero Top 5 Corridors Plan as one of the top 5 corridors in the City with the highest number of fatal and serious crashes. Improvements identified for the Marysville Boulevard corridor include a road diet, bicycle lane gap closures, upgrading existing bike lanes to protected bike lanes, sidewalk improvements, pavement repair, upgrading existing unsignalized intersections to

File ID: 2026-00371 2/10/2026
controlled crossings, modifying existing traffic signals, a new pedestrian signal, and signing and striping.

While the long-term corridor-wide improvements on Marysville Boulevard are being developed, the City is also seeking construction funding to implement this mile-long corridor. In 2025, the City established a “Phase 1” Quick Build Safety Program (T15255300) to implement interim Phase 1 safety measures that can be deployed sooner in more complex, high-priority locations while corridor- wide improvements are being designed.

The Marysville Boulevard Vision Zero Safety Quick Build (Phase 1) project is on Marysville Boulevard, from Los Robles Boulevard to Harris Avenue. Phase 1 is a 0.5-mile segment of the overall corridor project which includes the construction of a road diet, reducing travel lanes from four- to-two lanes; adds protected and Class II buffered bike lanes; adds limited on-street parking; adds high visibility pedestrian crosswalks at the intersections at Roanoke Avenue and Grand Avenue; and includes minor traffic signal modifications, signing, and pavement slurry seal.

Plans and Specifications for the Marysville Boulevard Vision Zero Safety Quick Build (Phase 1) Project were completed.

The Project was advertised for construction, and a total of six bids were received on November 19, 2025. Martin General Engineering, Inc. was identified as the lowest responsive and responsible bidder.

Policy Considerations: The actions requested herein are necessary for the construction of the Marysville Boulevard Vision Zero Quick Build Phase 1 Project, which is consistent with the City’s goals of improving and expanding public safety and enhancing livability. These actions are consistent with the following goals as identified in the General Plan:

M-4.3 Vision Zero: The City shall utilize a data driven, “vision zero” approach to eliminate all traffic fatalities and severe injuries by 2027, while increasing safety, health, and equitable mobility for all.

M-1.9 Equitable Processes and Outcomes: The City shall ensure that the transportation system is planned and implemented with an equitable process to achieve equitable outcomes and investments so that all neighborhoods one day will have similar levels of transportation infrastructure such as sidewalks, marked low stress crossings, and bikeways.

M-4.1 Application of Safety: The City shall design, plan, and operate streets using complete streets principles to ensure the safety and mobility of all users.

M-4.2 Safer Driving Speeds: The City shall work to maximize the safety of the transportation network by designing streets for lower driving speeds and enforcing speed limits in an unbiased

File ID: 2026-00371 2/10/2026
manner as well as promoting safer driving behavior.

These improvements will accommodate cyclists with varying experience levels and abilities, will improve pedestrian safety, and may calm traffic speeds. This project is also consistent with the City’s Vision Zero efforts, the goal of which is to eliminate traffic fatalities and serious injuries (Resolution No. 2017-0032). These streets are on the High Injury Network, and in addition to installing bicycle facilities, the project will also improve visibility to pedestrians and bicyclists at intersections.

The actions requested are consistent with section 3.56.090 of the Sacramento City Code which requires that all contracts involving an expenditure of $250,000 or more must be approved by the City Council.

Economic Impacts: This project is expected to create 3.28 total jobs (1.89 direct jobs and 1.39 jobs through indirect and induced activities) and create $506,566 in total economic output ($319,292 of direct output and another $187,274 of output through indirect and induced activities).

The indicated economic impacts are estimates calculated using a calculation tool developed by the Center for Strategic Economic Research (CSER). CSER utilized the IMPLAN input-output model (2009 coefficients) to quantify the economic impacts of a hypothetical $1 million of spending in various construction categories within the City of Sacramento in an average one-year period. Actual impacts could differ significantly from the estimates and neither the City of Sacramento nor CSER shall be held responsible for consequences resulting from such differences.

Environmental Considerations:

California Environmental Quality Act (CEQA): The Community Development Department, Environmental Planning Services Division has determined that this project which consists of pedestrian and bicycle facilities, including new facilities is exempt under Statutory Exemption Section 21080.25(b)(1). The project is categorically exempt under State Class 1 and Sections 15301 and 15304 as a project that consists of the operation, repair and minor alteration of existing public facilities, mechanical equipment, and topographical features including existing highways and streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities.

The Notice of Exemption for the project was filed by the Sacramento County Clerk on September 12, 2025.

Sustainability: The project is consistent with sustainability goals of optimizing the transportation system and developing a universally accessible, safe, convenient, integrated, and well-connected pedestrian system. Transportation is also responsible for 57% of Sacramento’s local greenhouse gas emissions, the single largest sector. Providing safe and bikeable transportation alternatives helps to reduce single-occupant vehicle use and will contribute towards Sacramento’s climate change goals.

File ID: 2026-00371 2/10/2026
Commission/Committee Action: The Marysville Boulevard Vision Zero Safety Project (T15216300) was presented to the Disabilities Advisory Commission on September 3, 2025, and the Active Transportation Commission on September 18, 2025.

Rationale for Recommendation: The Project was advertised for construction, and a total of six bids were received on November 19, 2025. The results of the bids are summarized below:

Contractor Bid Amount LBE (5% Min
Goal)
Martin General Engineering, Inc. $820,436 18.28%
Central Valley Engineering and Asphalt, Inc. $830,269 31.14% B and M Builders, Inc. $855,645 17.53%
McGuire and Hester, Inc. $875,578 31.36%
VSS International, Inc. $935,120 16.04%
Martin Brothers Construction $1,083,970 43.88%
The Engineer’s Estimate was $790,000.

The bidders met all required bid conditions. Staff recommends the construction contract be awarded to the lowest responsive and responsible bidder, Martin General Engineering, Inc.

Financial Considerations: The estimated total cost to complete the Marysville Boulevard Vision Zero Quick Build (Phase 1) Project is approximately $1,400,000. With the transfer of $1,000,000 (Major Street Construction, Fund 2007) and $228,356 (Road Maintenance and Rehabilitation, Fund 2036) from the expenditure budget of the Quick-Build Safety Program (T15255300) to the expenditure budget of the Marysville Boulevard Vision Zero Safety Project (T15216300), there will be sufficient funding to award the construction contract to Martin General Engineering, Inc. for an amount not-to-exceed $820,436 for the Marysville Boulevard Vision Zero Quick Build (Phase 1) Project.

Local Business Enterprise (LBE): The City’s LBE requirement for this project is 5%. Martin General Engineering, Inc. has agreed to achieve a 5% LBE participation.

Version Dated 2/6/2024.

RESOLUTION NO. 2026-XXXX

Adopted by the Sacramento City Council

February 10, 2026

[Contract] Award and Budgetary Adjustments: Marysville Boulevard Vision Zero Quick Build (Phase 1) Project (T15216300)

BACKGROUND

A. The Marysville Boulevard Vision Zero Safety Project (T15216300) is located on Marysville Boulevard between Arcade Boulevard and North Avenue. The project’s limits were identified in the Vision Zero Top 5 Corridors Plan as one of the top 5 corridors in the City with the highest number of fatal and serious crashes. Improvements identified for the Marysville Boulevard corridor include a road diet, bicycle lane gap closures, upgrading existing bike lanes to protected bike lanes, sidewalk improvements, pavement repair, upgrading existing unsignalized intersections to controlled crossings, modifying existing traffic signals, a new pedestrian signal, and signing and striping.

B. While the long-term corridor-wide improvements on Marysville Boulevard are being developed, the City is also seeking construction funding to implement the mile-long corridor project. In 2025, the City established a “Phase 1” Quick Build Safety Program (T15255300) to implement interim Phase 1 safety measures that can be deployed sooner in more complex, high-priority locations while corridor-wide improvements are being designed.

C. The Marysville Boulevard Vision Zero Safety Quick Build (Phase 1) project is on Marysville Boulevard, from Los Robles Boulevard to Harris Avenue. Phase 1 is a 0.5- mile segment of the overall corridor project which includes the construction of a road diet, reducing travel lanes from four-to-two lanes; adds protected and Class II buffered bike lanes; adds limited on-street parking; adds high visibility pedestrian crosswalks at the intersections at Roanoke Avenue and Grand Avenue; and includes minor traffic signal modifications, signing, and pavement slurry seal.

D. Plans and Specifications for the Marysville Boulevard Vision Zero Safety Quick Build (Phase 1) Project were completed.

E. The Project was advertised for construction, and a total of six bids were received on November 19, 2025. The Engineer’s Estimate was $790,000. The bidders met all required bid conditions. The results of the bids are summarized below:

Version Dated 2/6/2024.

Contractor Bid Amount LBE
(5% Min Goal)
Martin General Engineering, Inc. $820,436 18.28%
Central Valley Engineering and Asphalt, Inc. $830,269 31.14% B and M Builders, Inc. $855,645 17.53%
McGuire and Hester, Inc. $875,578 31.36%
VSS International, Inc. $935,120 16.04%
Martin Brothers Construction $1,083,970 43.88%

F. Staff recommends awarding the construction contract to the lowest responsive and responsible bidder, Martin General Engineering, Inc.

G. The budgetary adjustments proposed with this City Council action will allow the Marysville Boulevard Vision Zero Safety Quick Build (Phase 1) construction to move forward on schedule.

BASED ON THE FACTS SET FORTH IN THE BACKGROUND, THE CITY COUNCIL RESOLVES AS FOLLOWS:

SECTION 1.

Plans and Specifications for the Marysville Boulevard Vision Zero Quick Build (Phase 1) Project are approved.

SECTION 2.

The City Manager or designee is authorized to increase the expenditure budget of the Marysville Boulevard Vision Zero Safety Project (T15216300) by transferring $1,000,000 (Major Street Construction, Fund 2007) and $228,356 (Road Maintenance and Rehabilitation, Fund 2036) from the Quick-Build Safety Program (T15255300) to fund the completion of the Marysville Boulevard Vision Zero Quick Build (Phase 1) Project.

SECTION 3.

The construction contract for the Marysville Boulevard Vision Zero Quick Build (Phase 1) Project is awarded to Martin General Engineering, Inc. in an amount not-to-exceed $820,436.

Version Dated 2/6/2024.

SECTION 4.

The City Manager or designee is authorized to execute the construction contract for the Marysville Boulevard Vision Zero Quick Build (Phase 1) Project to Martin General Engineering, Inc.

Engineering Services Division 915 I Street, RM 2000 Sacramento, CA 95814 Phone: 916-808-8300 Fax: 916-808-8281CONTRACT SPECIFICATIONS For Bid # LBE PROGRAMFor information on meeting the City of Sacramento’s Local Business Enterprise (LBE) project goal, please contact Jose R. Ledesma, [email protected] Construction Cost: $ ,000.00 Construction Time: Working Days , Project Manager @cityofsacramento.org Bids to be received before 2:00 P.M. , 2025 at: Security Desk, 1st Floor (City Clerk in-box) New City Hall 915 I Street, Sacramento, CA 95814

TABLE OF CONTENTS # of Pages 1 - 2 1 - 3 1 only 1 – 4 1 only 1 only 1 only 1 only 1 - 6 1 – 7 1 only 1 – 19 1 only 1 only 1 only 1 - 6 1 only 1 - 37 1 – 76 Invitation to Bid Local Business Enterprise (LBE) Requirement Program Applicable Local Status Area’s Bid Proposal Form Bid Proposal Guarantee Local Business Enterprise (LBE) Participation Program Form Subcontractor and Local Business Enterprise Participation Form Drug Free Work Place Minimum Qualifications Questionnaire Non-Discrimination in Employee Benefits Ordinance Certification Title VI Language Agreement Performance Bond Payment Bond Worker’s Compensation Certification Construction & Demolition Debris Recycling Requirements Guarantee Special Provisions Appendix A - Labor Compliance INVITATION TO BID Page 1 of 2
(REV. 3/18/15)
Sealed Proposals will be received by the City Clerk of the City of Sacramento at the Security Desk, 1st Floor (City Clerk in-box), New City Hall, located at 915 I Street between 9th and 10th Streets, up to the hour of 2:00 PM on , 2025 and will be opened virtually at 2:30 via a web meeting: as set forth in the Contract Documents.Proposals received and work performed thereunder shall comply with the requirements of Title 3 of the Sacramento City Code. Each Bid Proposal shall be accompanied by bid security of at least 10% of the sum of the Bid Proposal which conforms to the requirements of Section 7.0 of the Instructions to Bidders. The right to reject Proposals or to waive any error or omission in any Bid Proposal received is reserved by the City. Signed proposals shall be submitted on the printed forms contained in the Project Manual and enclosed in an envelope marked: Sealed Bid Proposal for:Copies of the Contract Documents are available at Planetbids: http://www.planetbids.com/portal/portal.cfm?CompanyID=15300#There are no costs to view or download the plans and specifications. Subcontractors shall comply with the rates of wages currently established by the Director of Industrial Relations under provisions of Sections 1773 of the Labor Code of the State of California, a copy of which is on file in the office of the City Clerk. In accordance with Sacramento City Code Section 3.60.180 and Section 1771.5 of the California Labor Code, the payment of the general prevailing rate of per diem wages or the general prevailing rate of per diem wages for holiday and overtime is not required for any Public Construction project of $25,000 or less, or Public Maintenance project of $15,000 or less. The City of Sacramento has an approved Labor Compliance Program. Electronic Web submittal of Labor Compliance Reports is effective May 1, 2007. Each contractor and every lower-tier subcontractor is required to submit certified payrolls and labor compliance documentation electronically at the discretion of and in the manner specified by the City of Sacramento. Electronic submittal will be a web-based system, accessed on the World Wide Web by a web browser. Each contractor and subcontractor will be given a Log On identification and password to access the City of Sacramento reporting system. Use of the system may entail additional data entry of weekly payroll information including; employee identification, labor classification, total hours worked and hours worked on this project, wage and benefit rates paid, etc. The contractor’s payroll and accounting software might be capable of generating a ‘comma delimited file’ that will interface with the software. This requirement will be ‘flowed down’ to every lower-tier subcontractor and vendor required to provide labor compliance documentation. All questions regarding this Labor Compliance Program should be directed to the department’s contracts staff or Contracts Services at (916) 808-1074.

INVITATION TO BID Page 2 of 2
(REV. 3/18/15)
Department of Industrial Relations Registration and Reporting Requirements (SB 854)Labor Code Section 1725.5 (enacted by SB 854) requires all contractors bidding on this contract, all subcontractors listed in a bid for this contract, and any contractor or subcontractor performing any work under this contract, to be currently registered with the California Department of Industrial Relations (DIR), as specified in Labor Code Section 1725.5. Labor Code Section 1771.1 (enacted by SB 854) provides 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, unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5. Every bidding contractor shall list the contractor’s current DIR registration number, and the current DIR registration number of all listed subcontractors, on the Subcontractor and Local Business Enterprise (LBE) Participation Verification Form included in the contractor’s bid. Pursuant to Labor Code Section 1771.1(b): (1) any bid received from a contractor that is not currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5 shall be rejected as non-responsive; and (2) any bid listing one or more subcontractors on the bidder’s Subcontractor and Local Business Enterprise (LBE) Participation Verification Form that are not currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5, shall be rejected as non-responsive, unless the listing was an inadvertent error and any of the conditions specified in Labor Code Section 1771.1(c) apply. This contract also is subject to compliance monitoring and enforcement by the DIR. For all contracts awarded on or after April 1, 2015, California Labor Code Section 1771.4 (enacted by SB 854) requires the contractor and all subcontractors to furnish electronic payroll records directly to the Labor Commissioner (in addition to City staff via the City’s electronic system). A Fact Sheet summarizing the provisions of SB 854 is attached. This is provided solely for informational purposes, and does not in any way affect the contractor’s and subcontractors’ obligation to comply in all respects with the provisions of SB 854, including the provisions referenced above, as well as all other applicable laws and regulations. Pursuant to Sacramento City Code Section 3.60.250, any Agreement awarded pursuant to this Invitation to Bid shall contain a provision permitting the substitution of securities for any monies withheld to ensure performance under the Agreement. The terms of such provisions shall be according to the requirements and the form required by the City. Bid protests must be filled and maintained in accordance with the provisions of Sections 3.60.460 through 3.60.560 of the Sacramento City Code. Bid protests that do not comply with Sections 3.60.460 through 3.60.560 of the Sacramento City Code shall be invalid and shall not be considered. A bid protest fee of $750.00 is required at the time of filing to be considered valid in accordance with City of Sacramento Resolution No. 2003-231 dated April 29, 2003. As used herein, the term "bid protest" includes any bid protest that (1) claims that one or more bidders on this contract should be disqualified or rejected for any reason, or (2) contests a City staff recommendation to award this contract to a particular bidder, or (3) contests a City staff recommendation to disqualify or reject one or more bidders on this contract. A copy of Sections 3.60.460 through 3.60.560 of the Sacramento City Code may be obtained from the Project Manager, or from the City Clerk, located at 915 I Street, Sacramento, CA 95814.

DIR Public Works Funding Legislation – SB 854 June 30, 2014 FACT SHEET – page 1 ooooo DIR Public Works Funding Legislation – SB 854 June 30, 2014 FACT SHEET – page 2 ooooo
Note: DIR will continue to bill and collect fees from awarding agencies for CMU services provided through June 20, 2014.

DIR Public Works Funding Legislation – SB 854 June 30, 2014 FACT SHEET – page 3 nowThis requirement previously applied to about 90% of all projects.allOi.e. OO

1 NOTICE REGARDING ASSEMBLY BILL 626Assembly Bill 626 (AB 626), signed into law September 29, 2016, established a new claim resolution process for public works project contracts entered into on or after January 1, 2017. AB 626 is codified in Section 9204 of the California Public Contract Code. Section 9204 remains in effect until January 1, 2020, and as of that date will be repealed unless another statute extends or deletes this sunset date. Public Contract Code Section 9204 applies to any which is presented by the Contractor to the City. as a separate demand by the Contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (1) a time extension, including, without limitation, for relief from damages or penalties for delay assessed by the City; (2) payment by the City of money or damages arising from work done by, or on behalf of, the Contractor pursuant to the Contract and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled; or (3) payment of an amount that is disputed by the City. If Contractor presents a claim to the City in accordance with the provisions of Public Contract Code Section 9204 , the process specified in Section 9204 will be followed, and the provisions of Section 4-8 (Disputed Claims) and Section 4-9 (Review by ClaStandard Specifications for Public Construction will not apply to the Claim. Contractor shall comply with the provisions of Section 4-7 (Notice of Claims for Additional Compensation or Damages or Contractor shall give a separate written notice of potential claim that complies with the requirements specified in Section 4-7, except in any case where compliance with the requirements specified in Section 4-7 would conflict with Public Contract Code Section 9204. Subsection (e) of Public Contract Code Section 9204 requires that the text of Section 9204 or a summary be set forth in the plans or specifications for any public works project that may give rise to a claim under Section 9204. The full text of Public Contract Code Section 9204 is as follows: 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. 2 (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) 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) (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) 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) (i) The Department of Water Resources as to any project under the jurisdiction of that department. 3 (ii) The Department of Transportation as to any project under the jurisdiction of that department. (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) improvement of any public structure, building, road, or other public improvement of any kind. (5) 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 4 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) entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. 5 (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 (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 claresponded 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 6 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. (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.

BID PROPOSAL FORMS PLEASE REMOVE AND COMPLETE THE FOLLOWING DOCUMENTS AND SUBMIT AS THE BID PROPOSAL PACKAGE

SCHEDULE OF VALUES ( COST BREAKDOWN )JOB NAME: MARYSVILLE BLVD VISION ZERO SAFETY (PHASE 1) BI: 34 TRAFFIC SIGNAL MODIFICATION (SOUTH AVE / MARYSVILLE BLVD)ITEM QTY UNIT PER EXT.DESCRIPTIONPRICEREMOVE EXISTING CONTROLLER & REPLACE WITH ATC EX-TYPE R CABINET INCLUDING SIGNAL SHUTDOWN1 $43,000.00 EA $43,000.00VIDEO DETECTION CAMERA 4$16,750.00EA$67,000.00VIDEO DETECTION CABLE1000$3.30LF$3,300.00CCTV CAMERA W/ COMM EQUIPMENT1$17,700.00EA$17,700.00TRAFFIC SIGNAL & PEDESTRIAN DISPLAY6$1,400.00EA$8,400.00ADD YELLOW REFLECTIVE TAPE TO EXISTING SIGNAL BACK PLATES 12 $450.00 EA $5,400.00BI #34 AMOUNT$144,800.00 SCHEDULE OF VALUES ( COST BREAKDOWN )JOB NAME: MARYSVILLE BLVD VISION ZERO SAFETY (PHASE 1) BI: 35 TRAFFIC SIGNAL MODIFICATION (GRAND AVE / MARYSVILLE BLVD)ITEM QTY UNIT PER EXT.DESCRIPTIONPRICEREMOVE EXISTING CONTROLLER & REPLACE WITH ATC EX-TYPE R CABINET INCLUDING SIGNAL SHUTDOWN1 $43,000.00 EA $43,000.00VIDEO DETECTION CAMERA 4$16,750.00EA$67,000.00VIDEO DETECTION CABLE1000$3.30LF$3,300.00CCTV CAMERA W/ COMM EQUIPMENT1$17,700.00EA$17,700.00TRAFFIC SIGNAL & PEDESTRIAN DISPLAY6$1,420.00EA$8,520.00TYPE "A" DETECTOR LOOP & SPLICE AT EXISTING HAND HOLE1$9,290.00EA$9,290.00BI #35 AMOUNT$148,810.00

TITLE VI
Title VI LanguageAPPENDIX ADuring the performance of this contract, the contractor, for itself, its assignees and successors in interest (hereinafter referred to as the “contractor”) agrees as follows: (1)Compliance with Regulations: The contractor shall comply with the Regulations relative to nondiscrimination in Federally-assisted programs of the Department of Transportation (hereinafter, “DOT”) Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract.(2)Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. (3)Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor’s obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin.(4)Information and Reports: The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the (Recipient) or the (Name of Appropriate Administration) to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the (Recipient), or the (Name of Appropriate Administration) as appropriate, and shall set forth what efforts it has made to obtain the information.(5)Sanctions for Noncompliance:In the event of the contractor’s noncompliance with the nondiscrimination provisions of this contract, the (Recipient) shall impose such contract sanctions as it or the (Name of Appropriate Administration) may determine to be appropriate, including, but not limited to:withholding of payments to the contractor under the contract until the contractor complies, and/or cancellation, termination or suspension of the contract, in whole or in part. (6)Incorporation of Provisions: The contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the (Recipient) or the (Name of Appropriate Administration) may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the (Recipient) to enter into such litigation to protect the interests of the (Recipient), and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States.

FOLLOWING FORMS TO BE FILLED OUT AND SIGNED ONLY IF AWARDED CONTRACT

SPECIAL PROVISIONS
1 TABLE OF CONTENTSMARYSVILLE BOULEVARD VISION ZERO SAFETY QUICK BUILD PROJECT (PHASE 1) BETWEEN LOS ROBLES BOULEVARD AND HARRIS AVENUE (PN: T15216301) 1. GENERAL REQUIREMENTS.................................................................................. 41.1 SCOPE AND LOCATION OF WORK ........................................................................................ 41.2 SPECIFICATIONS ....................................................................................................................... 41.3 ORDER OF WORK ...................................................................................................................... 41.4 COMPLETION TIME .................................................................................................................. 51.5 PROVIDING BONDS AND SURETY ........................................................................................ 51.6 PRE-BID INTERPRETATION OF CONTRACT DOCUMENTS .............................................. 51.7 NO TRUCK HAUL ROUTE ON 28TH STREET SOUTH OF E STREET ................................ 61.8 CERTIFICATE OF COMPLIANCE ............................................................................................ 61.9 GOLD SHOVEL STANDARD PROGRAM ............................................................................... 61.10 FINAL PAY QUANTITY ............................................................................................................ 61.11 EQUIPMENT TO BE SUPPLIED ............................................................................................... 71.12 HANDLING AND REMOVAL OF HAZARDOUS OR CONTAMINATED MATERIALS .... 71.13 COORDINATION ........................................................................................................................ 81.14 PROJECT SCHEDULING ......................................................................................................... 101.15 PROTECTION OF EXISTING IMPROVEMENTS .................................................................. 111.16 TRAFFIC HANDLING, PUBLIC SAFETY AND CONVENIENCE ....................................... 111.17 USE OF SLIP-FORM MACHINES FOR CONCRETE CONSTRUCTION ............................. 131.18 TRAFFIC CONTROL AND HANDLING FOR CONSTRUCTION STAKING ...................... 141.19 PUBLIC NOTIFICATION ......................................................................................................... 141.20 REMOVAL OF ON-STREET PARKING ................................................................................. 141.21 EQUIPMENT LIST AND DRAWINGS SUBMITTALS .......................................................... 151.22 PROOF OF COMPLIANCE WITH CONTRACT ..................................................................... 161.23 RECORD DRAWINGS .............................................................................................................. 161.24 BACKFILLING OF VOIDS ....................................................................................................... 161.25 PAVEMENT CUTTING AND RESTORATION ...................................................................... 171.26 PROTECTION OF TREES ........................................................................................................ 171.27 TREE TRIMMING ..................................................................................................................... 18 2 1.28 STOP WORK IF CULTURAL RESOURCES ARE DISCOVERED........................................ 201.29 HEALTH AND SAFETY ........................................................................................................... 201.30 PERMITS AND STAGING AREA............................................................................................ 201.31 EROSION AND SEDIMENT CONTROL ................................................................................. 212. ITEMS OF THE PROPOSAL ................................................................................. 22 ITEM NO. 1 - PRECONSTRUCTION PHOTOGRAPHS .................................................................... 22ITEM NO. 2 - POTHOLING BY DRILLING ....................................................................................... 22ITEM NO. 3 - ROADWAY EXCAVATION AND GRADING ........................................................... 23ITEM NO. 4 - TRAFFIC CONTROL SYSTEM ................................................................................... 24ITEM NO. 5 - ASPHALT CONCRETE (3/4”) PAVEMENT TO PLACE ........................................... 28ITEM NO. 6 - AGGREGATE BASE CLASS 2 TO PLACE ................................................................ 28ITEM NO. 7 - AGGREGATE SUBBASE CLASS 2 TO PLACE ......................................................... 28ITEM NO. 8 - SLURRY SEAL TYPE (III) TO PLACE ....................................................................... 28ITEM NO. 9 - CURB TYPE 14 TO CONSTRUCT .............................................................................. 39ITEM NO. 10 - ROADSIDE SIGN ........................................................................................................ 40ITEM NO. 11 - REMOVE ROADSIDE SIGN ...................................................................................... 41ITEM NO. 12 - RELOCATE ROADSIDE SIGN .................................................................................. 41ITEM NO. 13 - TRAFFIC STRIPE TO REMOVE ............................................................................... 41ITEM NO. 14 - PAVEMENT MARKINGS TO REMOVE .................................................................. 42ITEM NO. 15 - THERMOPLASTIC PAVEMENT MARKINGS TO PLACE .................................... 42ITEM NO. 16 - THERMOPLASTIC TRAFFIC STRIPE (4” - WHITE) TO PLACE .......................... 43ITEM NO. 17 - THERMOPLASTIC TRAFFIC STRIPE (8 - WHITE) TO PLACE ............................ 43ITEM NO. 18 - THERMOPLASTIC TRAFFIC STRIPE (8” - YELLOW) TO PLACE ...................... 43ITEM NO. 19 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 9) TO PLACE ............................. 43ITEM NO. 20 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 22) TO PLACE ........................... 43ITEM NO. 21 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 25A) TO PLACE ........................ 43ITEM NO. 22 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 26) TO PLACE ........................... 43ITEM NO. 23 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 29) TO PLACE ........................... 43ITEM NO. 24 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 32) TO PLACE ........................... 43ITEM NO. 25 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 37B) TO PLACE ........................ 43ITEM NO. 26 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 38A) TO PLACE ........................ 44ITEM NO. 27 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 39) TO PLACE ........................... 44ITEM NO. 28 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 39A) TO PLACE ........................ 44 3 ITEM NO. 29 - ENHANCED BIKE LANE MARKING ...................................................................... 44ITEM NO. 30 - PAINT CURB ............................................................................................................... 46ITEM NO. 31 - RAISED PAVEMENT MARKERS TO PLACE ......................................................... 46ITEM NO. 32 - TYPE K71 DELINEATOR .......................................................................................... 46ITEM NO. 33 - TUFF CURB................................................................................................................. 46ITEM NO. 34 - TRAFFIC SIGNAL MODIFICATION (SOUTH AVE/MARYSVILLE BLVD) ....... 47ITEM NO. 35 - TRAFFIC SIGNAL MODIFICATION (GRAND AVE/MARYSVILLE BLVD) ...... 493. ITEMS OF THE PROPOSAL ELECTRICAL PROVISIONS WHICH APPLY TO ALL ELECTRICAL ITEMS ............................................................................................ 52 3.1 ELECTRICAL COST BREAKDOWN ...................................................................................... 523.2 CITY EQUIPMENT TO BE REMOVED AND SALVAGED .................................................. 533.3 CONDUIT MATERIAL ............................................................................................................. 533.4 CONDUIT INSTALLATION ..................................................................................................... 543.5 CONDUCTORS ......................................................................................................................... 563.6 CCTV CAMERA SYSTEM ....................................................................................................... 563.7 CATEGORY 6 OUTDOOR ETHERNET COMMUNICATION CABLE ................................ 583.8 CATEGORY 6 COMMUNICATION CABLE CONNECTOR ................................................. 583.9 DETECTOR CONDUCTOR LOOP .......................................................................................... 583.10 DETECTOR HANDHOLES ...................................................................................................... 613.11 DETECTOR LEAD-IN CABLE ................................................................................................ 613.12 PULL BOXES ............................................................................................................................ 623.13 TRAFFIC SIGNALS AND FITTINGS ...................................................................................... 633.14 TRAFFIC SIGNAL TURN-ON PROCESS ............................................................................... 663.15 TRAFFIC SIGNAL CABINET AND CONTROLLER SYSTEM – DELIVERY AND TESTING AND INSPECTION AND GUARANTEE ........................................................................... 663.16 TRAFFIC SIGNAL CONTROLLER, ATC EX2, NEMA TS2 TYPE 2.................................... 683.17 TRAFFIC SIGNAL CONTROLLER SOFTWARE ................................................................... 693.18 TRAFFIC SIGNAL CABINET, TS2 TYPE 1, TYPE R ............................................................ 733.19 VIDEO DETECTION SYSTEM – ECONOLITE VISION ....................................................... 903.20 WIRING ...................................................................................................................................... 99 4 SPECIAL PROVISIONSFOR MARYSVILLE BOULEVARD VISION ZERO SAFETY QUICK BUILD PROJECT (PHASE 1) BETWEEN LOS ROBLES BOULEVARD AND HARRIS AVENUE (PN: T15216301) 1. GENERAL REQUIREMENTS1.1 SCOPE AND LOCATION OF WORK The following items of work are to be performed in these Special Provisions: The slurry seal, restriping, and bike lane installation along Marysville Boulevard from Los Robles Boulevard to Harris Avenue. The work includes removing existing striping, placing new striping, placing bike lane markings and delineations, and modifying existing traffic signals. No underground work is included with this contract.The electrical work to be performed under these Special Provisions includes furnishing and installing all necessary equipment and material to install new traffic signal cabinets and controllers, video detection systems, and other appurtenances and work as indicated on the Plan sheets and these Special Provisions. 1.2 SPECIFICATIONSThe work to be performed under this contract shall be in accordance with the Special Provisions contained herein. In these Special Provisions, reference is made to the City Standard Specifications of the City of Sacramento, adopted November 2020, referred to herein as "Standard Specifications" and any amendments. Reference is also made to California Department of Transportation 2024 Standard Specifications, updated April 2025, referred to herein as “State Standard Specifications” and any amendments. The General Requirements of this contract shall be governed by these Special Provisions first, followed by Section 1 through Section 8 of the Standard Specifications. Other standards or specifications specified in these Special Provisions govern only the applicable technical specifications unless otherwise specified in these Special Provisions. 1.3 ORDER OF WORKOrder of work shall conform to the provisions in Section 10-1.02, ”Work Sequencing,” of the State Standard Specifications and these special provisions. 5 The first Order of Work shall be for the Contractor to place the order for the electrical equipment for traffic signals. The Engineer shall be furnished a statement from the vendor that the order for the electrical equipment has been received and accepted by the vendor.Removal of existing striping and markings, placement of slurry seal, or placement new striping / markings will not be permitted until all traffic signal equipment required to complete the electrical work is on-hand and ready for installation. 1.4 COMPLETION TIME The time limit for the completion of all items of work is Thirty-Five (35) working days. After a Notice-to-Proceed is issued, if work cannot be performed due to long lead time for signal equipment orders to arrive on-site, days may be suspended, at no extra cost to the City, subject to written pre-approval by the Engineer. The Contractor shall pay a sum in the amount of THREETHOUSAND SIX HUNDRED DOLLARS ($3,600.00) as liquidated damages, and not as a penalty, for each calendar day delay after the expiration of Thirty-Five (35) working days. The Engineer will furnish the Contractor a weekly statement showing the number of working days charged to the contract for the preceding week and the number of working days charged to date. The Contractor will be allowed fifteen (15) calendar days in which to file a written protest setting forth in what respect the Contractor disagrees with the working day statement, otherwise the working day statement of the Engineer shall be deemed to have been accepted by the Contractor as correct. 1.5 PROVIDING BONDS AND SURETY The Contractor shall provide signed agreement and surety bonds within ten (10) calendar days after receipt of notice to award by the City and prior to award by the City Council. The Contractor shall be reimbursed for all surety bond costs should the City Council not award a contract. 1.6 PRE-BID INTERPRETATION OF CONTRACT DOCUMENTSNo oral representations or interpretation will be made to any bidder as to the meaning of the contract documents. Requests for interpretation shall be made in writing and delivered to the City at least seven (7) calendar days before the time announced for opening the proposals. Interpretation, where necessary, will be made by the City in the form of an addendum to the contract documents and, when issued, will be sent as promptly as is practicable to all parties to whom the bid documents have been issued. All such addenda shall become part of the contract. Requests for information regarding this procedure or other similar information, shall be directed to Judith Matsui-Drury of the Department of Public Works, Engineering Services Division, 915 I Street, Room 2000, Sacramento, CA 95814, (916) 808-7610, FAX (916) 808-7903 or [email protected]. It shall also be the bidder's responsibility to call to the attention of the Engineer any missing pages or drawings in the contract documents including the addenda. These items shall be brought to the attention of the Engineer immediately but at least two (2) weeks prior to the bid opening date. 6 1.7 NO TRUCK HAUL ROUTE ON 28TH STREET SOUTH OF E STREETThe Contractor and its subcontractors must not use 28th Street south of E Street as part of any haul route to and from the Bell Marine Co., Inc./ Harbor Sand and Gravel located at 200 28th Street. Acceptable routes to and from the facility are as follows: To enter facility: North on 30th Street West on E Street North on 28th Street To exit facility: South on 28th Street East on C Street South on 29th Street The Contractor shall be assessed an administrative penalty of $500 for each Contractor or subcontractor dump truck that uses 28th Street South of E Street to enter or exit the Bell Marine Co., Inc/Harbor Sand and Gravel. 1.8 CERTIFICATE OF COMPLIANCE The Contractor shall provide the Engineer with a manufacturer's "Certificate of Compliance" at the Engineer's request within two weeks. The Certificate of Compliance shall clearly show that the material, equipment and/or work is in compliance with the tests and specifications set forth in these contract documents. 1.9 GOLD SHOVEL STANDARD PROGRAM On July 20, 2018, the City of Sacramento became the first municipality in California to become a Gold Shovel Certified Community. As such, the City of Sacramento is highly encouraging its contractors bidding on City projects to become Gold Shovel Certified. The Gold Shovel Standard Certification was developed to ensure that hired contractors adhere to the safest excavation standards. To learn more about the Gold Shovel Standard certification process, please visit the following website: www.goldshovelstandard.org. 1.10 FINAL PAY QUANTITY Final pay quantity is designated on the sealed bid proposal sheet with a “(F)”. Final pay quantity shall conform to Section 9-1.02C “Final Pay Item Quantities” of the State Standard Specifications, except that the final pay quantity designation shall be made on the sealed bid proposal rather than the Plans. 7 1.11 EQUIPMENT TO BE SUPPLIEDAll equipment, material and supplies called for in the specifications shall be new and currently manufactured items, unless otherwise specified. All equipment shall be complete and in operation to the satisfaction of the Engineer at the time of acceptance of the work. All incidental parts which are not shown on the Plans or specified herein and which are necessary to complete the project shall be furnished and installed as though such parts were shown on the Plans or specified herein.All equipment, materials, or supplies to be considered as an approved equal must be submitted to the City contact listed in PREBID INTERPRETATION OF CONTRACT DOCUMENTS, for approval no less than ten (10) calendar days prior to the bid opening date. If the City finds said equipment, materials, or supplies to be acceptable, an addendum will be issued notifying all bidders by the close of business on Friday before the bid opening date. If there is no addendum accepting an approved equal, bidders shall submit bids based on the original specified equipment, materials, or supplies. 1.12 HANDLING AND REMOVAL OF HAZARDOUS OR CONTAMINATED MATERIALSIn the event hazardous or contaminated materials are encountered at the site for which separate handling or removal provisions have not been made in these Special Provisions, the Contractor shall stop work on that item, contact the Engineer and schedule his operations to work elsewhere on the site if possible. The City will be responsible for handling and removal of hazardous material or may request that the Contractor shall be available, through contract change order, to provide additional services as needed for the completion of the work. Additional services may consist of retaining a subcontractor who possesses a California license for hazardous substance removal and remedial actions.Hazardous or contaminated materials may only be removed and disposed of from the project site in accordance with the following provisions:1. All work is to be completed in accordance with the following regulations and requirements: a. Chapter 6.5, Division 20, California Health and Safety Code. b. California Administration Code, Title 22, relating to Handling, Storage, and Treatment of Hazardous Materials. 29 Code of Federal Regulation 1910.120 relating to Hazardous Waste Operation Safety Training. c. City of Sacramento Building Code and the current edition of the Uniform Building Code. 2. Coordination shall be made with the County of Sacramento Environmental Management Department, Hazardous Materials Division, and the necessary applications shall be filed. 8 3. All hazardous materials shall be disposed of at an approved disposal site and shall only be hauled by a current California registered hazardous waste hauler using correct manifesting procedures and vehicles displaying a current Certificate of Compliance. The Contractor shall identify by name and address the site where toxic substances shall be disposed of. NO payment for removal and disposal services shall be made without a valid certificate from the approved disposal site that the material was delivered.None of the aforementioned provisions shall be construed to relieve the Contractor from the Contractor's responsibility for the health and safety of all persons (including employees) and from the protection of property during the performance of the work. This requirement shall be applied continuously and not be limited to normal working hours.1.13 COORDINATION The Contractor shall coordinate his activities in a manner that will provide the least interference with the City's operations, other contractors and utility companies working in the area, and agencies exercising jurisdiction over the project area or portions thereof. 1. At a minimum the Contractor shall coordinate his operations with the following: Underground Service Alert Contractor shall contact Underground Service Alert (USA) at 1-800-227-2600, a minimum of three (3) working days prior to any excavation. AT&T Contractor shall contact Lee Nieto at (916) 505-7308 forty-eight hours (48) before start of construction. Pacific Gas and Electric (PG&E) Contractor shall contact Cesar Canal at (916) 607-5764 at least 7 calendar days before start of construction. Contractor to schedule the work to be performed by PG&E directly with PG&E. Sacramento Municipal Utility District (SMUD) Contractor shall contact Don French, SMUD, at (916) 732-5219 at least 2 months before any excavation, service hook-up is required, or before service disconnect is required. City Traffic Signal and Street Lighting Maintenance Shop Contractor shall notify Marco Cornejo , via the Resident Engineer, a minimum of five (5) working days before any electrical work begins at (916) .808-3719. City Maintenance – Streetscape Division Contractor shall contact Jeremy Medina, Construction Inspector II for the City Maintenance Division, at (916) 808-2258 at least 10 working days prior to demolition of the center 9 median. City maintenance crews shall identify and modify existing irrigation features prior to demolition work. Contractor traffic control activities to allow maintenance crews access to the project site to complete the irrigation modification work.City Solid Waste DivisionContractor shall notify the Superintendent of Collection or Refuse Collection General Supervisor, at (916) 808-4952, a minimum of at least 7 calendar days prior to beginning work.City Street Division Contractor shall notify the Section General Supervisor, at (916) 808-6333, a minimum of at least 7 calendar days prior to beginning work. City Sewer and Drainage Contractor shall notify Simon Wan, via the Engineer, a minimum of five (5) working days before any sewer or drainage work begins at (916) 808-4023. City Water Contractor shall notify Edgar Bazan, via the Engineer, a minimum of five (5) working days before any water work begins at (916) 808-6487. City Parking DivisionContractor shall contact Staci Hovermale, at (916) 808-5047, a minimum of seven (7)calendar days prior to beginning work affecting on-street parking. Sacramento Regional Transit (Sac RT)At least ten (10) working days prior to working on Marysville Boulevard, the Contractor shall contact the Regional Transit (RT) Dispatcher at (916) 321-2897 and notify RT that traffic restrictions will be in effect and that bus stops may be temporarily out of service. Hagginwood Community Center Contractor shall notify Storm De La Rosa, at (916) 808-6439, a minimum of at least seven (7) calendar days prior to beginning work.William J. Kinney Police Facility (Sac PD) Contractor shall notify Lisa Hagen, at (916) 808-0682, a minimum of at least seven (7)calendar days prior to beginning work. Grant Union High SchoolContractor shall notify the Principal, Darris Hinson, at (916) 566-3450, a minimum of at least fourteen (14) calendar days prior to beginning work. The Contractor shall advise the Engineer of the coordination provisions established with the above school, and shall incorporate all coordination requirements into the project schedule. No work while students are traveling to and from school, and slurry must be 10 able to be walked on during these times. Weekend work may be approved for working around schools.Michael J. Castori Elementary SchoolContractor shall notify the Principal, Leslie Sargent, at (916) 566-3420, a minimum of at least fourteen (14) calendar days prior to beginning work. The Contractor shall advise the Engineer of the coordination provisions established with the above school, and shall incorporate all coordination requirements into the project schedule. No work while students are traveling to and from school, and slurry must be able to be walked on during these times. Weekend work may be approved for working around schools. Twin Rivers Unified School District Contractor shall notify Tim Hammons, Director of Transportation, at (916) 566-3405, ext. 37000, a minimum of at least seven (7) calendar days prior to beginning work.Sacramento Urban League Contractor shall notify Ken Barnes, Interim President at (916) 286-8600, a minimum of at least seven (7) calendar days prior to beginning work. The Contractor shall be responsible for any garden refuse piles, which are inadvertently placed in the street between the time of City pickup and the Contractor's work. The cost for removing garden refuse piles shall be included in the unit prices bid for the various items of the proposal. The cost of coordination shall be included in the unit prices bid for the various items of the proposal and no additional compensation will be allowed therefore. 1.14 PROJECT SCHEDULINGThe Contractor shall submit to the Engineer a practicable progress schedule and a schedule of values at the pre-construction meeting and within 5 days of the Engineer's written request at any other time. The Contractor shall furnish the schedules on a form of his choice. The progress schedule shall show the order in which the Contractor proposes to carry out the work, the dates on which he will start the features of the work and the contemplated dates for completion of the work. The schedule of values is submitted for use in determining progress payments. The progress schedules submitted shall be consistent in all respects with the time and order of work requirements of the contract. The Contractor shall submit, review and update a project schedule in accordance with Section 7-2 of the Standard Specifications. Subsequent to the time that submittal of a progress schedule and a schedule of values is required in accordance with these specifications, no progress payments will be made prior to the submittal of an acceptable project schedule. 11 1.15 PROTECTION OF EXISTING IMPROVEMENTSThe location, alignment, and depth of existing underground utilities as shown on the Plans are taken from public records and no responsibility is assumed for their accuracy. The Contractor's attention is directed to the provisions of Chapter 3.1 "PROTECTION OF PUBLIC UTILITIES IN PUBLIC CONTRACTS" of the California Government Code concerning protecting existing overhead and underground utilities. In particular, Section 4216 and Section 4217.Existing improvements, utilities and adjacent property shall be protected from damage resulting from the Contractor's operations. All trees, shrubbery, grass, fences, mail boxes, walls and other improvements including existing pavements, sidewalks, street improvements, sprinkler systems and underground utilities and other improvements not to be removed under this contract shall be protected from damage by the Contractor throughout the construction period. All painted or other disfiguring markings on the pavement, sidewalk or gutters shall be removed by the Contractor before acceptance of the work. The Contractor will ensure that utility services to customers in the project are maintained.The Contractor is responsible for the protection of and for damage to existing overhead and underground utility lines and services encountered during the course of construction. The Contractor shall notify the respective utility owner prior to any interruption of service. The Contractor is expected to "pothole" existing underground utilities a minimum of ten (10) working days in advance at any location where an existing utility may be in conflict with the proposed work.The cost of relocating existing overhead or underground utilities not specified on Plans to be relocated, but which the Contractor elects to relocate or cut and reconnect for his/her own convenience, shall be borne by the Contractor.No compensation will be paid to the Contractor for the maintenance and protection of existing utilities and facilities. The cost of such work shall be included in whatever bid item the Contractor deems appropriate.1.16 TRAFFIC HANDLING, PUBLIC SAFETY AND CONVENIENCEThe contractor’s attention is directed to Sections 6 and 7 of the Standard Specifications. The Contractor shall submit to the Engineer for review and approval a plan showing traffic control measures for vehicles, pedestrians and bicycles affected by the construction work. For emergency purposes, the responsible person in charge of the work must be reachable by phone 24 hours a day during the progress of the work. A 24-hour phone number shall be indicated on the permit application. 12 The contractor shall adhere to guidelines as stated in Section 12.20.030 of Title 12 of the Sacramento City Code pertaining to Traffic Control Plan – Requirements, and shall conform to the current edition of the California MUTCD. Particular attention is directed to Chapter 6D –Pedestrian and Worker Safety and Chapter 6F – Temporary Traffic Control Zone Devices, Section 6F.68 – Detectable Edging for Pedestrians. The contractor shall adhere to guidelines as stated in Section 12.20.030 of Title 12 of theSacramento City Code pertaining to Traffic Control Plan – Requirements, and shall conform tothe current edition of the California MUTCD. Particular attention is directed to Chapter 6D –Pedestrian and Worker Safety and Chapter 6F – Temporary Traffic Control Zone Devices, Section 6F.68 – Detectable Edging for Pedestrians. Contractor shall adhere to the Criteria and Guidance to Accommodate Active Transportation in Work Zones Standard: https://www.cityofsacramento.gov/content/dam/portal/city-government/policies-procedures/WorkZoneStandardsPolicy.pdf or WorkZoneStandardsPolicy.pdf At the end of each working day if a difference in excess of 0.2 foot exists between the elevation of the existing pavement and the elevation of any excavation within 8 feet of the traveled way, material shall be placed and compacted against the vertical cuts adjacent to the traveled way. During excavation operations, native material may be used for this purpose, however, once the placing of the structural section commences, structural material shall be used. The material shall be placed to the level of the elevation of the top of existing pavement and tapered at a slope of 4:1 or flatter to the bottom of the excavation. Full compensation for placing the material on a 4:1 slope, regardless of the number of times it is required, and subsequent removing or reshaping of the material to the lines and grades shown on the plans shall be considered as included in the contract price paid for the material involved and no additional compensation will be allowed therefor. No payment will be made for material placed in excess of that required for the structural section. Spillage resulting from hauling operations along or across any public traveled way shall be removed immediately by the Contractor at his expense.Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners.Roadway excavation and the construction of embankments shall be conducted in such a manner as to provide a relatively smooth and even surface satisfactory for use by public traffic at all times. Skid resistance steel plates or other approved methods shall be used to cover all open excavations in the roadways and sidewalks at all times during construction The plans shall be developed with the following requirements:
13 1. Working hours shall be between 8:30 AM and 4:00 PM Monday through Friday, unless otherwise approved by the Engineer.2. Weekend work from 8:30 am to 5:30 pm may be approved by the Engineer. 3. The Contractor shall submit for approval, a written request to perform weekend work a minimum of two (2) weeks prior to the weekend dates. If weekend work is approved, the cost of inspection shall be borne by the City.4. If necessary, only one travel lane may be closed on Marysville Boulevardin each direction. 5. The Contractor shall furnish, install temporary painted stripes and maintain temporary construction warning signs, lighting, flaggers, barricades, striping and other devices necessary to safeguard the general public and the work, and to provide for the safe and proper routing of all vehicular and of pedestrian traffic within and through the limits of the projects during the construction. The requirement shall apply continuously and shall not be limited to normal working hours. 6. The Contractor shall maintain existing electrical facilities and traffic and public safety in accordance with Section 34 of the Standard Specifications and these Special Provisions. 7. Residential driveways may only be closed after giving property owners 24-hour notice in advance of the closure. Driveways may only be closed during normal work periods and while the contractor is actively pursuing work which requires the driveway to be closed, except when forms are in place, or while concrete is being cured. 8. Commercial driveways shall remain open at all times. The Contractor shall schedule the commercial driveways to be poured in two phases unless more than one driveway is available to the property. The Contractor shall coordinate the driveway closure with property owners’ 5 calendar days in advance. 9. All work within public streets and/or roadway right-of-way shall be done in an expeditious manner so as to cause as little inconvenience to the traveling public as possible. Skid-resistant steel plates or other approved methods shall be used to cover all open excavations in the roadway during non-working hours. Full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in traffic handling, public safety and convenience shall be considered as included in the prices paid for various contract items of work and no additional compensation will be allowed. 1.17 USE OF SLIP-FORM MACHINES FOR CONCRETE CONSTRUCTION The Contractor may use concrete slip form machines to construct concrete curbs, gutters and sidewalks. The Contractor must maintain proposed lines and grades as shown on the plans. For curbs constructed on existing pavements, the contractor must construct the curb to eliminate any 14 uneven lines and top of curb grade elevations. If in the sole discretion of the Engineer, these lines and grades are not maintained, the Contractor shall remove and replace the concrete at his/her costs.If concrete curb, or curb and gutter, which is abutting concrete sidewalk, is poured separately (non-monolithically) then the Contractor shall construct a dowelled connection between the curb and sidewalk.1.18 TRAFFIC CONTROL AND HANDLING FOR CONSTRUCTION STAKINGThe Contractor is responsible for providing traffic control (at the request of the City survey crew) to place the Contractor’s construction stakes within vehicle travel lanes of heavy volume streets and highways. Heavy volume streets are typically major and minor collectors and arterial streets; and are not alleys, local residential, local commercial, or local industrial streets. The cost to provide traffic control for construction staking in the vehicle travel lanes shall be included in the bid items the Contractor deems appropriate. 1.19 PUBLIC NOTIFICATION The Contractor shall notify residents and businesses within the project limits in writing five (5) working days in advance of beginning work. The notice shall be approved by the Engineer and shall describe the work to be performed, the anticipated duration of construction and the name and telephone number of the Contractor's representative that can be reached 24 hours a day, 7 days a week. The Contractor shall be responsible for issuing a second notice to property owners five (5) working days in advance of commencing any work on private property. The Contractor shall include in the public notification flyers/postcards detailed procedures explaining precautions the homeowner can take to help prevent plugged utility service fixture problems. The Contractor shall submit to the Engineer for review and approval public notification flyers/postcards before they are issued to the public. Full compensation for this item shall be included in the prices paid for various contract items of work and no additional compensation will be allowed. 1.20 REMOVAL OF ON-STREET PARKINGIn Metered Parking Areas:Seventy-two (72) hours prior to construction, the Contractor shall place signs adjacent to every third parking stall stating, "NO PARKING - (specific times and dates) - Tow Away" or "NO PARKING - (specific times and dates) - This Block". Contractor shall also contact the City Parking Division prior to placing barricades. Signs shall be placed before 1:00 PM on the day selected to allow sufficient time for City inspection. 15 The Contractor shall request the City Parking Division to cover each parking meter, prior to construction, with a "NO PARKING" sign and the signs previously placed adjacent to every third stall shall be mounted on a barricade and moved into the parking stall at the Contractors expense. If the Contractor needs less than the entire block, every stall removed shall be barricaded in conjunction with the covering of parking meters.Where parking removal is necessary, at metered parking stalls, the Contractor shall coordinate with the City Parking Division three (3) days in advance and shall be responsible for the payment of parking removal fees (City Code Section 25.122-1). It is recommended that the Contractor consult with the City Parking Division (phone 916-808-5874) prior to submission of his bid to obtain an estimate of the fees for this project. Note: Typical fees are $29 to bag the first meter and $5 each additional meter. Daily meter fees are typically $2.25 each day Monday through Saturday. In Non-Metered Parking Areas: Seventy-two (72) hours prior to construction (except Monday work, barricades shall be placed on the prior Thursday), the Contractor shall place signed Type II barricades stating "NO PARKING - (specific times and dates) - Tow Away" or "NO PARKING - (specific times and dates) - This Block", at 50 to 60 foot intervals in the work area. The Contractor shall notify the City Parking Division (916-808-5874) prior to placing barricades. No fee is required in Non-metered zones."NO PARKING" signs shall be approved by the Engineer prior to their use. "NO PARKING" signs and barricades shall be supplied by the Contractor. The Contractor shall notify the Engineer immediately after the "NO PARKING" signs are in place. Barricades shall be placed before 1:00 PM on the day selected to allow sufficient time for City inspection. Failure to comply with this section will prevent the City from towing vehicles parked within the proposed work area until the provisions of this section have been met and will require rescheduling of planned work. Additionally, “NO PARKING” signs and barricades shall not be removed prior to removal/towing of vehicles in violation of posted “NO PARKING” signs. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals and payment of all fees required to perform all work, as specified in these Special Provisions and as directed by the Engineer and shall be considered as included in the prices paid for the various contract items of work. No additional compensation will be allowed therefore.1.21 EQUIPMENT LIST AND DRAWINGS SUBMITTALS Equipment list and drawings shall be in accordance with Section 34-3 of the Standard Specifications and these Special Provisions. 16 Unless otherwise permitted in writing by the Engineer, the Contractor shall, within twenty (20) days following notification of award of the contract submit to the Engineer for approval a listing of equipment and material which he/she proposes to furnish and install. The list shall be complete as to name of manufacturer, size and catalog number of unit, and shall be supplemented by other data, including detailed scale drawings and wiring drawings. A minimum of five (5) copies of the above data shall be submitted to the Engineer for review and approval. The Contractor shall submit to the Engineer a statement from each vendor supplying electrical equipment, including but not limited to, signal heads, standards, electroliers, luminaries, service pedestal and all other electrical equipment indicating that the orders for the materials required for this contract have been received and accepted by said vendor. The confirmed date of delivery to the contractor shall be indicated on the statement. All substitutions are subject to the approval of the Engineer. 1.22 PROOF OF COMPLIANCE WITH CONTRACT In order that the Engineer may determine whether the Contractor has complied with the requirements of the contract documents not readily determinable through inspection and tests of plant, equipment, work, or materials, the Contractor shall at any time when requested, at the Contractor's expense, submit to the Engineer properly authenticated documents or other satisfactory proofs as to his compliance with such requirements. 1.23 RECORD DRAWINGS Contractor shall maintain a neatly and accurately marked set of record drawings showing the final locations and layout of all facilities as-built. Drawings shall be kept current weekly, with all work instructions and Change Orders, accommodations, and construction adjustments. Drawings shall be subject to the inspection by the Engineer at all times, and progress payments, or portions thereof, may be withheld if drawings are not accurate and current. Prior to City’s acceptance of the Work, Contractor shall deliver to the Engineer one (1) set of neatly marked record drawings, accurately showing all the information required above. If the Engineer does not approve the record drawings, Contractor shall revise and resubmit the record drawings as necessary to obtain the Engineer’s approval. If Contractor fails to comply with the requirements of this section, the City may deduct and retain the cost of preparing the record drawings from the Contract.1.24 BACKFILLING OF VOIDSAll voids resulting from the removal of trees, pipes, maintenance holes, ditch boxes, or other buried structures or objects shown on the Plans or called in these Special Provisions to be removed, shall be backfilled per the provisions of Section 26 (Trench Backfill) of the Standard Specifications. In the event job excavated native material is unsuitable for backfill as determined by the Engineer, the Contractor shall furnish the required suitable backfill material. The cost to backfill voids as specified in the Special Provisions shall be included in the price bid for the respective items to remove trees, pipe, maintenance holes, ditch boxes, or other buried structures or objects, and no additional compensation shall be allowed. 17 1.25 PAVEMENT CUTTING AND RESTORATIONPavement cutting and restoration shall conform to the provisions of Section 13-4 of the Standard Specifications and these Special Provisions.No pavement cutting shall precede pavement excavation by more than seven (7) calendar days unless approved by the Engineer. Prior to excavation in paved areas, pavement will be broken within the limits of expected excavation so as to prevent lifting of the pavement during excavation. Prior to restoration, the pavement shall be sawed or scored with an abrasive type pavement cutter (maximum blade width 1/4"). The proper tools and equipment shall be used so that the pavement will be cut to a neat and straight line six inches (6") beyond the limits of actual excavation.Where pavement cutting takes place more than five (5) calendar days before trench excavation, the Contractor shall fill the pavement cuts with asphaltic patching mix and maintain a smooth riding surface until trenching begins. Where the limits of excavation are located within twelve (12") of the edge of existing pavement or lip of the curb and/or gutter, the existing pavement within this twelve inches (12") shall also be removed.Full compensation for furnishing all labor, materials, tools, equipment and incidentals and for all work involved in this item shall be considered as included in the unit price bid for roadway excavation and removing and replacing asphaltic concrete pavement.1.26 PROTECTION OF TREESDuring construction the Contractor shall protect existing trees. All work near the trees shall be coordinated by the Contractor with the City Arborist, at [email protected]. The Contractor shall comply with direction as given by the City Arborist and the following City requirements regarding tree protection:No storage of materials or parking of vehicles may occur within the drip lines of the trees, except on paved streets. If, during construction, tree roots two inches (2") in diameter or greater are encountered, work shall stop immediately and the City Arborist shall be contacted for a root inspection, and rootsshall not be cut without arborist approval. Roots approved by the arborist to be pruned during the course of project construction shall be cleanly cut. If extensive root pruning is proposed an arborist inspection will determine if tree removal is necessary. If construction activities will affect any of the limbs of the trees, a certified arborist (certified by International Society of Arboriculture, Western Chapter) shall be consulted prior to the cutting or removal of any limb. Limbs approved by the arborist to be pruned during the course of project construction shall be cleanly cut. 18 The Contractor shall be responsible for damages to trees. Trees damaged by the Contractor during construction activities shall be assessed by the City Arborist using the International Society of Arborists (ISA) appraisal guide or UFS standard diameter and area indexing. The Contractor's responsibility for damaged trees will be determined by the Arborist. Full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in this section shall be considered as included in the prices paid for various contract items of work and no additional compensation will be allowed. 1.27 TREE TRIMMING Trees identified by the Engineer to be trimmed shall be trimmed in accordance with the following specifications and as directed by the Engineer or project Arborist in conjunction with the City Arborist:General Conditions - This work is to be performed by a Tree Service Contractor, licensed and bonded to do business in the City of Sacramento. The work to be done will consist not only of this trimming and removal of branches and limbs but also disposal of material trimmed from these trees. Disposal of material will not be allowed at the City Dump. Contractor shall be aware of and shall comply with all ordinances governing and related to tree trimming work. Contractor shall furnish all labor, materials and equipment as required in performing the work described herein in strict accordance with these specifications and subject to the terms and conditions of this contract. Description of Work - The work shall be done primarily from truck mounted aerial platforms except where trees are inaccessible to trucks. All hand and power tools in the performance of this work shall be subject to inspection and approval of the Manager of the Urban Forest Services division or his designated representative who shall serve as the inspector for the City. In general, the standard tree trimming equipment shall be used and shall be maintained in a satisfactory condition at all times. All tools shall be clean, sharp, in proper working order and shall be checked for safety before each job.Inspection/Permit - The Contractor shall notify the Engineer prior to 8:00 a.m. on each day Contractor will be trimming trees. The Contractor shall notify, 3 working days prior to tree trimming, the City Arborist, at [email protected] and obtain, for this project, a permit for tree trimming within the City.Special Conditions - All licenses, insurance, etc., necessary to assume the legal responsibility for said work shall be acquired by the Contractor to cover the liabilities which might be caused by said work. All workmen shall comply with State Compensation Safety Rules and must wear safety equipment at all times while on the job. Adequate warning devices, barricades, guards, cones, 19 etc., shall be placed and necessary precautions shall be taken by the Contractor to provide protection for the workers, pedestrians and vehicular traffic in the area. Work shall be scheduled and conducted in a cooperative manner in order to give the least possible interference with or annoyance to others. It shall be the responsibility of the Contractor to work out any cooperative work schedules as necessary.All tree work requiring climbing of trees shall be suspended during inclement weather. No trimmings or debris shall be left overnight on any of the work sites. Upon completion of a specific area, the site shall be left in a clean and orderly condition. It shall be the responsibility of the Contractor to repair any damages to adjacent property including shrubs, trees or other growth as well as structures along the route.To prevent the spread of Dutch elm disease, tree trimming tools shall be sprayed with Lysol before any tree trimming and after each tree has been trimmed. Personnel - All work shall be done by qualified and trained persons. They shall be familiar with tree climbing and trimming work in general and trained to work in trees of any size. A qualified foreman shall be provided to oversee and direct the work of each crew. Correct Cuts - All work shall be done in a professional and workmanlike manner. All cuts shall be made in accordance with the following sections in these Special Provisions, and as directed by the Engineer. Trees shall be trimmed at locations where there are tree conflicts and as directed by the Engineer or project Arborist in conjunction with the City Arborist. Tree trimming shall include the removal of any limbs or brush from limbs in order to achieve a clear space of at least six foot (6') radial distance from each luminaire. The results of the tree trimming shall produce an unobstructed cone of light that will illuminate a semicircle on the street at street level. The semicircle shall have a radius of forty feet (40') minimum on the street from the electrolier base. The unobstructed cone of light shall also illuminate an area at sidewalk level on the house side of the electrolier. This illuminated area shall extend fifteen feet (15') minimum from the base of the electrolier.Twigs, small limbs and sucker growth shall be removed with hand pruners, pole pruners or a fine toothed saw. All portions of a tree removed in the pruning operations, whether small or large in diameter, shall be made just outside the branch bark ridge, parallel to and immediately adjacent to the tree limb from which the part is removed.Any dead wood and broken limbs encountered in the pruning operations shall be removed. Dead wood shall be defined as any portion of the tree having no living foliage, no live buds or no apparent life in the cambium layer. Final cuts on dead limbs shall not cut into the branch bark ridge or branch collar of the parent limb. Dead limbs larger than three-fourths of one inch (3/4") in diameter shall be removed by sawing. Broken limbs shall be removed except where branches have split and one portion of the branch can be saved by pruning to reduce lateral end weight. Shrubs shall be pruned as directed by the Engineer and shall conform to current ISA specifications. 20 The cost of such work shall be included in whatever bid item the Contractor deems appropriate.1.28 STOP WORK IF CULTURAL RESOURCES ARE DISCOVEREDIf artifacts or stone, bone, or shell are uncovered during construction activities, the Contractor shall stop work within 100 feet of the find and notify the City, who will consult with a qualified archaeologist for an on-the-spot evaluation. Additional mitigation of the archaeological site will be the responsibility of the City. If bone is found and it appears to be human, the City will notify the Sacramento County coroner and the Native American Heritage Commission (916-322-7791). 1.29 HEALTH AND SAFETY The Contractor is warned that existing sewers and appurtenances have been exposed to sewage and industrial wastes. These facilities shall therefore be considered contaminated with disease-causing organisms. Personnel in contact with contaminated facilities, debris, wastewater, or similar items shall be advised by the Contractor of the necessary precautions that must be taken to avoid becoming diseased. It is the Contractor’s responsibility to urge his personnel to observe a strict regime of proper hygienic precautions, including any inoculations recommended by the local public health officer. Because of the danger of solvents, gasoline, and other hazardous material in the existing sewers, these areas shall be considered hazardous to open flame, sparks, or unventilated occupancy. The Contractor shall be aware of these dangers and shall take the necessary measures to assure his personnel observe proper safety precautions when working in these areas. The Contractor shall not allow any wastewater to discharge from sewage collection systems onto adjacent lands or waters. In case of accidental discharge, the Contractor shall be responsible for containment, immediate cleanup and disposal at his own expense to the full satisfaction of the Engineer. Where containment is not possible, adequate disinfection shall be provided by the Contractor at his expense as directed by the Engineer or agency with jurisdiction. If, in the opinion of the Engineer, the Contractor fails to adequately follow the above guidelines, he will make arrangements to have the work done by others, and have the cost charged to the Contractor. 1.30 PERMITS AND STAGING AREA If the Contractor decides he/she needs additional working easement areas, work sites or material sites to facilitate his operation, it shall be his sole responsibility to locate, negotiate, obtain and pay for such additional working easements, work sites and material sites. The Contractor shall submit to the Engineer written authorization from the property owner of private property being used for the storage of equipment or materials. A copy of any written agreements entered into between the Contractor and the property owner concerning encroachment onto private property shall be provided to the Engineer prior to beginning any work on the property. 21 Prior to work within any City-owned property, a right of entry must be obtained through the City of Sacramento Real Estate Division. A written application for right of entry must be submitted a minimum of 2 weeks prior to required entry.An application for the right of entry must detail the full legal name of the company, the company’s main point-of-contact, the name of the person(s) responsible for signing the right of entry including his or her title, dates and durations of requested entry, activities requiring entry, proposed work hours, a description of any materials and equipment to be stockpiled and areas where stockpiles will be kept depicted on a detailed aerial exhibit, fueling or maintenance operations planned, and any other potentially hazardous materials that may be located on site, as well as any other pertinent information related to the project that should be disclosed. All areas lying outside of the street right-of-way which are affected by the work shall be restored to the same, or better condition existing prior to the commencement of the work, to the satisfaction of the Engineer. The cost of necessary permits, all restoration, including but not limited to landscaping improvements, shall be included in the various items of work the Contractor deems appropriate, and no separate or additional compensation shall be made.1.31 EROSION AND SEDIMENT CONTROLErosion and Sediment Control shall be in accordance with Section 16 of the City Standard Specifications. 22 2. ITEMS OF THE PROPOSALITEM NO. 1 - PRECONSTRUCTION PHOTOGRAPHSPreconstruction photographs shall conform to Section 11 of the Standard Specifications. Payment shall be at the lump sum bid and shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals and for doing all work involved in taking preconstruction photographs as specified in these Special Provisions and as directed by the Engineer. ITEM NO. 2 - POTHOLING BY DRILLING Potholing shall consist of drilling where directed by the Engineer to fully expose underground utilities and facilities so that their exact horizontal and vertical alignment can be determined. The exact location and final number of potholes shall be determined in the field by the Engineer after the underground facilities have been marked in the field through Underground Service Alert (USA).The Engineer will request potholing where potential conflicts exist between existing facilities identified through USA in the field and the proposed improvements. In the event existing and proposed facilities are found to be in conflict after potholing, the Engineer reserves the right to change the alignment and grade of the proposed improvements. The Contractor shall not commence work on the proposed improvements until the Engineer has determined the need for potholing and gives the Contractor clearance to proceed with the proposed improvements. In the event lowering, raising or realignment of the proposed improvements are necessary because of conflicts, and the realignment materially changes the character of the planned work, increases or decreases in the unit cost of the work shall be established per the provisions of Sections 4 and 8 of the Standard Specifications.A total of ten (10) non-consecutive working days shall be planned for in the Contractor’s schedule for potholing work as specified in this item. The Contractor shall schedule the work such that potholing does not affect any critical path activities. No contract working day extensions shall be granted to the Contractor for potholing work. Backfilling of potholing excavations shall be per Sections 13-4 and 14-3 of the Standard Specifications. The cost for backfilling and street surface restoration shall be included in the unit price bid for this item and no additional compensation shall be made. Surface restoration in paved areas not planned to be reconstructed with this project shall match the existing pavement section and be a minimum of 4” AC on 6” Class 2 AB per Standard Drawing No. T-80. The quantity of potholing contained in the bid proposal has been specified for the purpose of establishing a reasonable unit price for this item. The Engineer reserves the right to decrease the specified quantity in its entirety or increase it as necessary for the proper completion of the work. Notwithstanding the provisions of Section 4 of the Standard Specifications, no adjustment to the 23 unit price will be made, nor will any monies be due to the Contractor for any change in the quantity specified in the bid proposal.Potholing may be performed by drilling a hole in concrete or asphalt and excavating material as to not damage utilities or another approved method may be used. The maximum depth of pothole will be determined by the depth of utility. The diameter of the pothole shall not exceed 6 inches unless approved by Engineer.Payment shall be made at the unit price bid per each and shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals and for doing all work involved in potholing as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer. ITEM NO. 3 - ROADWAY EXCAVATION AND GRADING Excavation and grading shall conform to Section 14 of the Standard Specifications and these Special Provisions. Excavation shall include sawcutting and removal of all asphalt concrete (AC), aggregate base (AB), Portland Cement Concrete (PCC), native material and soil to allow construction of improvements to the lines and grades shown on the Plans. This work shall include excavation and grading necessary to construct the proposed street section, including removal of concrete curbs, soils, vegetation, or irrigation facilities within the median required to place the new pavement. The Contractors attention is directed to Section 1.14 “Coordination” of these special provisions, regarding coordination with City Streetscape Maintenance crews prior demolition of excavation of the existing medians. All existing asphalt pavements to be removed shall be full depth saw-cut at the limits of removal as shown on the Plans and in accordance with Section 13 of the Standard Specifications. Excess excavated material shall become the property of the Contractor and shall be deposited in a location and manner satisfactory to the Engineer. When any material is to be disposed of outside the right-of-way, the Contractor shall obtain written permission from the owner upon whose property the disposal is to be made before any material is deposited thereon. The Contractor shall exercise extreme care to avoid damaging the curb and gutter lips, sidewalks, and planting areas during excavation operations. Gutter lips damaged by the Contractor which are spalled in excess of one inch (1") deep by five inches (5") long will be repaired at the Engineer's direction. The cost of repairs to damaged curb and gutter shall be considered as included in this item, and no separate payment shall be made therefore. Payment shall be made based on the final pay quantity indicated on the Sealed Proposal and will not be recalculated in the field. Payment for fill grading shall be included in the unit bid price for this item and shall not be made separately. 24 Payment shall be based on final pay quantity per cubic yard and shall include full compensation for all labor, materials, tools, equipment, incidentals and for doing all work involved with roadway excavation and grading as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer. ITEM NO. 4 - TRAFFIC CONTROL SYSTEMThe contractor’s attention is directed to Sections 6 and 7 of the City Standard Specifications. The contractor shall submit to the Engineer for review and approval a traffic handling and detour plan showing traffic control measures for vehicles, pedestrians and bicycles affected by the construction work. For emergency purposes, the responsible person in charge of the work must be reachable by phone 24 hours a day during the progress of the work. A 24-hour phone number shall be indicated on the permit application. The contractor shall adhere to guidelines as stated in Section 12.20.030 of Title 12 of the Sacramento City Code pertaining to Traffic Control Plan – Requirements, and shall conform to the current edition of the California MUTCD. Particular attention is directed to Chapter 6D – Pedestrian and Worker Safety and Chapter 6F – Temporary Traffic Control Zone Devices, Section 6F.68 – Detectable Edging for Pedestrians. CONTRACTOR SUBMITTALS The Contractor must submit for review and approval the following items: A. Construction Sequencing Plan – detailing the proposed construction staging and proposed closures including limits, durations, and dates. All closures shall be clearly indicated in the project schedule. B. Detour Plan – detailing the rerouting of pedestrian, bicycle, and vehicular traffic during any proposed closures. C. Traffic Control Plan – detailing how pedestrian, bicycle, and vehicular traffic will be routed through active construction areas. D. Temporary Traffic Signal Plan – detailing how pedestrian, bicycle, and vehicular traffic will be routed through active construction areas. The submitted plans shall cover all proposed phases of work. Each plan shall be submitted to the Engineer for review and approval. The contractor shall make all requested modifications to these plans and no work affected by these plans shall begin until the plans have been approved. ACCESS TO BUSINESSES Access to businesses must be maintained at all times. The pedestrian walkways fronting the businesses on the east and west side of Marysville Boulevard must be staged so pedestrian access is maintained to the businesses as construction is occurring. Pedestrian access to businesses must 25 meet all applicable Americans with Disabilities Act (ADA) requirements. The Contractor developed traffic handling plan must include details for how this access will be maintained.PUBLIC CONVENIENCEAll work within public streets and/or roadway rights-of-way shall be done in an expeditious manner and cause as little inconvenience to the traveling public as possible. Vehicles, bicycles, and pedestrians must be allowed to pass at all times except during an Engineer approved closure.PEDESTRIAN AND BICYCLIST ACCESSThe Contractor shall not block the movement of pedestrian or bicycle traffic unless as part of an Engineer approved closure. The Contractor shall provide for pedestrian and bicycle traffic by phasing construction operations or by providing alternative pedestrian and bicyclist access through or adjacent to construction areas. The contractor must submit for review and approval a traffic handling plan which includes details for the provision of pedestrian and bicycle access. Proper advance notice signage with reasonable detours shall be installed and maintained through all phases of construction. At no time shall pedestrians be diverted into a portion of the street used for vehicular traffic or on to private property unless adequate lane closure signage is in place. Minimum allowable pedestrian and bicycle access shall consist of four-foot (4’) wide bridges across trenches and four-foot (4’) wide passageways through construction areas. Hand railings for pedestrians shall be provided when required by Cal/OSHA Regulations or the Americans with Disabilities Act (ADA) on each side of each bridge or passageway to protect pedestrians from hazards caused by construction operations or adjacent vehicular traffic. Railings or barricades, which border passageways located in roadway areas, shall be reflectorized on the side facing oncoming traffic. ACCESS TO DRIVEWAYS, HOUSES AND BUILDINGS Access and passable grades shall be maintained at all times for business establishments during construction. Safe and passable pedestrian, bicyclist, and vehicular access shall be provided and maintained to fire hydrants, homes, commercial and industrial establishments. Access to these facilities shall be continuous and unobstructed unless otherwise approved. Ramps and driveways shall not have “lips” or elevation differences greater than three-eighths of an inch (3/8”). When abutting property owner’s access across the right-of-way line is to be eliminated, repaired, or replaced under the Contract, the existing access shall not be closed until their replacement access facilities are completed and functional. ERECTION OF SIGNS TO EXPEDITE PASSAGE OF VEHICLESThe Contractor shall erect such warning and directional signs as necessary or as directed by the Engineer for expediting the passage of public traffic through or around the Work and the approaches. TRAFFIC OBSTRUCTIONS, DELAYS AND INCONVENIENCESAll public traffic shall be permitted to pass through the Work zone unless during an Engineer approved closure, and the Contractor shall conduct operations that offer the least possible obstruction, delay, and inconvenience to the public. 26 WORK ON PRIVATE PROPERTYThe Contractor must obtain written permission from the owner of any privately owned property prior to beginning any work, storing materials or otherwise conducting any operations on said property. The written approval from the property owner must be on file with the Engineer before any operations will be permitted on said property.HAZARDOUS CONDITIONS CREATEDWhenever the Contractor’s operations create a condition hazardous to pedestrians, bicyclists, or the traveling public, the Contractor shall, at the Contractor’s own expense, furnish, erect and maintain any fences, covers, temporary railing (Type K), barricades, lights, signs and other devices necessary or as directed by the Agency to prevent accidents or damage or injury to the public or property.If needed for public use, roadway excavation shall be conducted to maintain a smooth and even surface satisfactory for use by public traffic at all times. This includes creating a temporary AC conform between the proposed roadway and existing conditions during each construction stage and the laying of temporary AC as needed during construction. The surface of the roadbed shall be kept in a smooth, even condition free of humps and depressions, satisfactory for the use of public traffic as determined by the Agency.Temporary facilities that the Contractor uses to perform the Work or store or stage material or equipment shall not be installed or placed where they will interfere with the free and safe passage of public vehicular, bicycle, or pedestrian traffic. TRAFFIC CONTROL PLAN The Contractor shall submit a site-specific Traffic Control Plan to the Engineer at the pre-construction meeting in accordance with Section 6-10 of the Standard Specifications. Revisions to the plan shall be submitted five (5) days prior to work. A copy of the Traffic Control Plan shall be available on site at all times. The Traffic Control Plan shall be developed within the following parameters: 1. No work will be allowed if the Contractor does not adhere to these traffic control guidelines. 2. The Contractor shall provide continuous business access (for loading operations, pedestrian traffic and safety vehicles) during the businesses’ hours of operations. If two driveways access a single business, one driveway must remain open at all times. If three driveways access a single business, two driveways must remain open at all times. If a single driveway or loading dock access a business, half of the driveway must remain open at all times. 3. At least one lane of vehicular traffic must be maintained in each direction at all times unless otherwise approved by the Engineer. Local access to businesses shall be provided at all times. 4. Working hours shall be between 8:30 AM and 4:00 PM Monday through Friday, unless otherwise approved by the Engineer. 5. Weekend work from 8:30 AM to 5:30 PM may be approved by the Engineer. 27 6. The Contractor shall submit for approval, a written request to perform weekend work a minimum of two (2) weeks prior to the weekend dates. If weekend work is approved, the additional cost of inspection shall be borne by the City. 7. The Contractor shall furnish, install temporary stripes and maintain temporary construction warning signs, lighting, flaggers, barricades, striping and other devices necessary to safeguard the general public and the work, and to provide for the safe and proper routing of all vehicular and of pedestrian traffic within and through the limits of the projects during the construction. The requirement shall apply continuously and shall not be limited to normal working hours.8. The Contractor shall maintain existing electrical facilities and traffic and public safety in accordance with Section 34 of the Standard Specifications and these Special Provisions. 9. Except as specified elsewhere in these Special Provisions, commercial driveways shall remain open at all times. The Contractor shall schedule the commercial driveways to be poured in two phases unless more than one driveway is available to the property. The Contractor shall coordinate the driveway closure with property owners 5 calendar days in advance.10. All work within public streets and/or roadway right-of-way shall be done in an expeditious manner so as to cause as little inconvenience to the traveling public as possible. Skid-resistant steel plates or other approved methods shall be used to cover all open excavations in the roadway during non-working hours. 11. Loading access to businesses must be maintained at all times. Pedestrian access with ADA compliant path of travel must be provided and maintained. 12. All work is to be done in accordance with City of Sacramento noise ordinances, per Section 6 in the City Standard Specifications. 13. Prior to 8:30 A.M. and after 4:00 P.M Monday through Friday, public traffic must have access to the number of lanes normally available on all streets unless otherwise approved. 14. Ten calendar days (10) prior to roadway or lane closures, changeable message signs shall be placed where designated by the Engineer. Changeable message signs shall be considered part of this item and no additional compensation will be allowed therefor. The message on the changeable message sign shall be approved in writing by the Engineer two days prior to installment on the roadway. If the Contractor fails to install changeable message signs per these guidelines, the Contractor shall pay TWO THOUSAND DOLLARS ($2000) per street as liquidated damages, for each day the work is being performed. 15. Lane closures shall be in conformance with an approved traffic control plan. 16. Placement and removal of the temporary traffic stripes (tape) and pavement markings (tape) required in each stage of construction shall be considered part of this item and no additional compensation will be allowed therefor. 17. Removal of any existing conflicting pavement stripes or markings shall be considered part of this item and no additional compensation will be allowed therefore. 18. Relocation of roadway signs from their current location to a temporary location needed for stage construction and all sign relocations needs during construction including temporary barricades shall be considered part of this item and no additional compensation will be awarded therefor. 28 Payment shall be the lump sum price bid for Traffic Control System. The work covered under this bid item shall include full compensation for all temporary traffic control devices including temporary railing (type k), temporary traffic signals/poles, signage and pavement delineation, and for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in developing and implementing a Traffic Control System, including all plan submittals and revisions, as specified in these Special Provisions, and as directed by the Engineer. ITEM NO. 5 - ASPHALT CONCRETE (3/4”) PAVEMENT TO PLACE Asphalt concrete shall be Type A, 3/4” maximum aggregate (coarse) and shall be placed as shown on the Plans, as specified in these Special Provisions and in conformance with the requirements of Sections 10 and 22 of the Standard Specifications. Payment shall be at the unit price bid per ton based on the weight tickets and shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals and for doing all work involved in placing asphalt concrete pavement as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer. ITEM NO. 6 - AGGREGATE BASE CLASS 2 TO PLACEClass 2 aggregate base shall be placed as shown on the Plans and conform to Sections 10 and 17of the Standard Specifications and these Special Provisions. This item shall include placing Class 2 aggregate base in the pavement section. Payment shall be made at the unit price bid per cubic yard and shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals and for doing all work involved in placing aggregate base Class 2 as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer. ITEM NO. 7 - AGGREGATE SUBBASE CLASS 2 TO PLACE Aggregate subbase (Graded) Class 2 shall be placed as shown on the Plans and conform to Sections 10 and 17 of the Standard Specifications and these Special Provisions. Payment shall be made at the unit price bid per cubic yard and shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals and for doing all work involved in placing aggregate subbase Class 2 as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer. ITEM NO. 8 - SLURRY SEAL TYPE (III) TO PLACE This item shall consist of furnishing and placing a slurry seal (Type III) coat which shall be placed where shown on the Plans or as directed by the Engineer and shall conform to the 29 applicable requirements of Section 23 of the Standard Specifications and these Special Provisions. Slurry Seal Materials:TYPE III SLURRY SEALType III Slurry seal surfacing shall consist of mixing a polymer modified cationic quickset emulsion, glass fibers, aggregate, mineral filler, set-control additives, and water and spreading the mixture on a pavement surface where shown on the plans, in conformance with the provisions in these special provisions, and as directed by the Engineer. The fibers shall be added by means of automatic injection into the pug-mill at a consistent length and application rate which is adjustable to meet the approval of the Engineer. MATERIALThe material for the Type III slurry seal surfacing shall conform to the following requirements: EmulsionThe asphalt emulsion for the slurry shall be a polymer modified cationic quickset (PMCQS.-lb), shall be homogenous and shall conform to the provisions of these special provisions. The polymer shall be milled or blended into the asphalt or blended into the emulsifier solution prior to the emulsification process. Polymer solids must be a minimum of 3.0 % by weight of the emulsion’s residual asphalt. Provide a certificate of compliance certifying the amount of polymer. The PMCQS-1h emulsion shall conform to the following requirements when tested in conformance with the following test methods: POLYMER MODIFIED CATIONIC QUICKSET EMULSION Specification Designation Test Method Requirement Viscosity SSF @ 77°F (25°C} ' AASHTO T 59 15-90 Seconds Sieve, max. AASHTO T 59 0.30 Percent Settlement, 5 days, max* ASTMD 244 5 Percent Residue by Evaporation, min. AASHTO T59 62 Percent Note: *Waived if to be used within 48 hours of manufacture. SPECIFICATION DESIGNATION FOR RESIDUE Specification Designation Test Method Requirement Penetration @ 77°F (25°C), lOOg, AASHTO T 51 40-90 30 5s Softening Point °F (°C) min. AASHTO T 53 135 (57) Torsional Recovery min. California Test 332 20' Fiber The fiber used in the slurry seal surfacing shall be FORTA Surface-EXT fiber, or equivalent alkali and acid resistant fiber, meeting the following specifications. It shall be cut to ¼ to ½ inch in length by an automated fiber cutter system installed on truck prior to adding to the PMCQS-1h emulsion. The fiber shall be added at a rate 0.15% - 0.40% by dry weight of aggregate. The fiber shall meet the following requirements: ALKALI AND ACID RESISTANT GLASS FIBERLineal- Weight of Roving (tex) ISO 1889 Linear Weight of Strand (tex) ISO 1889Moisture Content (%) ISO 3344Specific GravitySoftening Point (°C) Tensile Strength (MPa) 4800 min. 100 min. 0.35 max. 2.68 g/cm3 860 min. 1700 min. Note: Bidder must submit the proposed fiber physical properties and test results at the time of bid. Water and AdditivesThe water shall be potable and free of harmful soluble salts or reactive chemicals and other contaminants. If necessary, for workability, a set-control agent may be used and must be included as part of the mix design and be compatible with the other components of the mix.Mineral FillerMineral filler shall be Portland cement or hydrated lime that is free of lumps. The type of mineral filler shall be determined by the Contractor based on laboratory mix designs and will be considered part of the aggregate gradation.AggregateAggregates shall consist of sound, durable, crushed stone or crushed gravel and approved mineral filler. The material shall be free from vegetable matter and other deleterious substances. Aggregates shall be 100% crushed material with no rounded particles and shall be volcanic in origin and black in color, as supplied by George Reed, Table Mountain Plant, Sonora, CA., or equal. The use of gray or light-colored aggregate will not be allowed. The aggregate, prior to the addition of emulsion, shall conform to the requirements of this section. The percentage composition by weight of the aggregate (including mineral filler) shall conform to the following grading requirements when tested in conformance with AASHTO T 27 and AASHTO T 11:
31 Notes: 1. Los Angeles Rattler shall be performed on the parent aggregate before crushing. 2. When a single lift is it shall be designated by the engineer. When a double lift is specified, type III shall be placed as the first lift and type II shall be placed as the second (i.e. final) lift. If the results of the aggregate grading do not meet the specified gradation, the slurry sealsurfacing represented by the test shall be removed. However, if requested in writing by the Contractor and approved by the Engineer, the slurry seal surfacing may remain in place and the Contractor shall pay to the City $2.00 per ton for the aggregate represented by the tests and left in place. If the results of the Sand Equivalent test for aggregate do not meet the specified requirement, the slurry seal surfacing represented by the test shall be removed. However, if requested in writing by the Contractor and approved by the Engineer, slurry seal surfacing may remain in place and the Contractor shall pay to the State $2.00 per ton for the aggregate represented by the tests and left in place.When the results of both the aggregate grading and the Sand Equivalent tests do not conform to the specified requirements, both payments to the State shall apply. The Department may deduct these amounts from any moneys due or to become due to the Contractor. No single aggregate grading or Sand Equivalent test shall represent more than 300 tons or one day's production, whichever is smaller.

Type II Grading Sieve SizePercentage Passing 3/8" 100No. 4 94-100 No. 8 65-90 No. 16 40-70No. 30 25-50No. 200 5-15Type III GradingSieve Size Percentage Passing 3/8" 100No. 4 70-90 No. 8 45-70 No. 16 28-50No. 30 19-34No. 200 5-15Test Test Method RequirementsSand Equivalent (Min.) AASHTO T 176 65Durability Index (Min.) ' AASHTO T 210 60 Percentage of Crushed Particles (min.) ASTM D 5821 100%Loss Angeles Rattler Loss at 500 rev. (Max.) AASHTO T 96 35% 32 MIX DESIGNAt least 7 working days before the Type III slurry seal surfacing placement commences, the Contractor shall submit for approval of the Engineer a laboratory report of tests and a proposed mix design covering the specific materials proposed for use on the project. The percentages of each individual material proposed in the mix design shall be shown in the laboratory report. Individual materials shall be within the following limits:Residual Asphalt 5.5% to 10.5% by dry weight of aggregateMineral Filler0.5% to 3% by dry weight of aggregateFiber 0.15% to 0.40% by dry weight of aggregateAdditive and WaterAs neededNote: TB* = Technical Bulletin Adjustments may be required during construction based on field conditions. The mix design and aggregate tests shall be performed by a laboratory capable of performing the applicable International Slurry Surfacing Association (ISSA) tests. The proposed slurry sealsurfacing mixture shall conform to the specified requirements when tested in conformance with the following tests: The laboratory that performed the tests and designed the mixture shall sign the laboratory report and shall be AMRL certified and/or participate in the AASHTO Proficiency Program The report shall show the results of the tests on individual materials and shall compare them values to those required by these special provisions. The report shall clearly show the proportions of aggregate, fiber, filler (minimum and maximum), water (minimum and maximum), set control additive, and PMCQS-lh solids content (minimum and maximum) based on the dry weight of aggregate. The laboratory shall report the quantitative effects of moisture content on the unit weight of the aggregate (bulking effect) in conformance with the requirements of ASTM Designation C 29M. Previous laboratory reports covering the same materials may be accepted provided the material test reports were completed within the previous 6 months.

Test ISSA Test Method RequirementsWet Cohesion@30 Minute (Set) (Min.) @ 60 Minute (Traffic) (Min.)TB*13912 kg-cm20 kg-cm Excess Asphalt TB*109 540 g/m2 Wet Stripping (Min.) TB* 114 90%Wet Track Abrasion 6-day Soak Loss (Max.) TB*100 810g/m2DisplacementLateral (Max.) Specific Gravity After 1000 Cycles of 125 lbs. (56.8 kg)(Max.) TB*147A5%2.10 Mix Time @77°F (25°C) TB* 113 |Controllable to 120 Seconds 33 The component materials used in the mix design shall be representative of the slurry sealsurfacing materials proposed by the Contractor for use on the project.Once the mix design is approved by the Engineer, no substitution of other material will be permitted unless the materials proposed for substitution are first tested and a laboratory report is submitted for the substituted design in conformance with the provisions of these special provisions. Substituted materials shall not be used until the mix design for those materials has been approved by the Engineer. The completed mixture, after addition of water and set control agent, if used, shall be such that the slurry seal surfacing mixture has proper workability. At the expiration of the road closure hours, in conformance with the provisions in “Maintaining Traffic” of these special provisions, the slurry seal surfacing mixture shall be sufficiently cured to support unrestricted traffic.PROPORTIONING Aggregate, mineral filler, PMCQS-lh, fiber, water, and additives, including the set-control agent, if used, shall be proportioned by volume utilizing the mix design approved by the Engineer. If more than one kind of aggregate is used, the correct amount of each kind of aggregate to produce the required grading shall be proportioned separately, prior to adding the other materials of the mixture, in a manner that will result in a uniform and homogeneous blend. The aggregate shall be proportioned using a belt feeder operated with an adjustable cut off gate. The height of the gate opening shall be determinable. The PMCQS-lh shall be proportioned by a positive displacement pump. Variable rate emulsion pumps, if used, shall be calibrated and sealed in the pump’s calibrated condition in conformance with the ISSA Inspector’s Manual MA-1 prior to usage. The delivery rate of aggregate and PMCQS-lh per revolution of the aggregate feeder shall be calibrated at the appropriate gate settings for each mixer-spreader truck used on the project in conformance with ISSA Inspector’s Manual MA-1 and in conformance with the provisions of these special provisions. The aggregate belt feeder shall deliver aggregate to the pug-mill with such volumetric consistency that the deviation for any individual aggregate delivery rate check-run shall not exceed 2.0 percent of the mathematical average of 3 runs of at least three tons each. The emulsion pump shall deliver PMCQS-lh to the pug-mill with such volumetric consistency that the deviation for any individual delivery rate check-run shall be within 2.0 percent of the mathematical average of 3' runs of at least 300 gallons each. The water pump shall deliver water to the pug-mill with such volumetric consistency that the deviation for any individual delivery rate check-run shall be within 2.0 percent of the mathematical average of 3 runs of at least 300 gallons each. The PMCQS-lh storage tank shall be located immediately before the emulsion pump and shall be equipped with a device which will automatically shut down the power to the emulsion pump and 34 aggregate belt feeder when the PMCQS-lh level is lowered to a point where the pump suction line is exposed.A temperature-indicating device shall be installed in the emulsion storage tank at the pump suction level. The device shall indicate the temperature of the PMCQS-lh and shall be accurate to within 10°F. The fiber shall be added at a rate of 0.15 to 0.40% by weight of dry aggregate. The mixer-spreader trucks shall be equipped with a fiber chopper, fiber storage and control systems for injecting fibers into the surfacing mix. Pre-chopped barrel type feeders shall not be used. It shall be capable of providing up to 7 lbs./min. of fiber injection. The chopper shall cut from 4 bobbins of fiber into ¼ to ½ inch long pieces and feed them into the aggregate as it enters the inlet hopper the system shall turn on and off with the main start of the mixers spreader truck. The system shall be powered by the main hydraulic system of the mixer-spreader truck. The mixer-spreader truck shall be capable of providing 3-5 cu.ft./min. of air from the truck air compressor for nozzle cooling and chopper flushing. The mixer-spreader truck shall include an enclosure/mounting and feed system for up to 4 bobbins of fiber roving. Contractor must use a 4-bobbin injection system as specified in the following diagram or equivalent: FIBER INJECTION SYSTEM 35 4-BOBBIN SYSTEM1. Fiber Chopper Head 4. Fiber Chopper Output Chute2. Fiber Enclosure 5. System Monitoring and Control Panel 3. Fiber Roll Supports and Feed System Note: The bidder must submit the specifications for the injection system at the time of bid. The belt delivering the aggregate to the pug-mill shall be equipped with a device to monitor the depth of aggregate being delivered to the pug-mill. The device for monitoring the depth of aggregate shall automatically shut down the power to the aggregate belt feeder whenever the depth of aggregate is less than the target depth of flow. A second device shall be located where the device will monitor the movement of the aggregate belt by detecting revolutions of the belt feeder. The devices for monitoring no flow or belt movement shall automatically shut down the power to the aggregate belt when the aggregate belt movement is interrupted. The device to detect revolutions of the belt feeder will not be required where the aggregate delivery belt is an integral part of the drive chain. To avoid erroneous shutdown by normal fluctuation, a delay of 3 seconds will be permitted between sensing and shutdown of the operation.MIXING AND SPREADING EQUIPMENT 2 36
The slurry seal surfacing shall be mixed in continuous pug-mill mixers of adequate size and power for the type of slurry seal surfacing to be placed. All indicators shall be in conformance with die provisions of these special provisions and shall be in working order prior to commencing mixing and spreading operations. All mixer-spreader trucks shall be equipped to proportion the PMCQS-lh, water, aggregate, mineral filler, and set-control additives by volume. Rotating and reciprocating equipment on mixer-spreader trucks shall be covered with metal guards. The mixer-spreader truck shall not be operated unless low-flow and no-flow devices and revolution counters are in good working condition and functioning and metal guards are in place. Indicators required by these special provisions shall be visible while walking alongside the mixer-spreader truck. Contractor shall have a minimum of three mixer-spreader trucks, each equipped with fiber roving cutters, on the project at all times. Eco-friendly Production: Each of the three mixer-spreader trucks must be equipped with no side engines for eco-friendly production. Each of the three mixer-spreader truck engines must be run directly off the main power take off (PTO) and hydraulically driven and operated. The hydraulic system must be driven by a rotary gearbox coupled to variable displacement hydraulic pump system developing a total of 105 gallons (397 liters) per minute @ 2200 RPM. The triple pump system must be capable of supplying the pugmill, the emulsion pump and aggregate conveyor group, and the main system individually and simultaneously. The main system must provide power for the hydraulic distribution system (no chain/sprocket drives) and be equipped to power heavy-duty augured slurry seal micro surfacing boxes. Aggregate feeders shall be connected directly to the drive on the emulsion pump. The device shaft of the aggregate feeder shall be equipped with a revolution counter reading to the nearest one tenth of a revolution. Each mixer-spreader truck shall have an identifying number and it shall be at least three inches in height and located on the front and rear of the vehicle.The Type III slurry seal surfacing mixture shall be spread by means of a spreader box conforming to the requirements in the “Spreader Box” section of these specifications. The automated fiber cutter system must have an automated counting mechanism to mechanically monitor and count the gross amount of fiber being cut and directly injected into the mix during application.Stainless Steel Liquid Additive System 150-gallon (565 liter) stainless steel tank connected to main water pump for water supply.to dilute additive. Additive pump must also be stainless steel, driven hydraulically for a maximum delivery capacity of 15 gallons (57-liters) per minute. Must also include electronic flow meter as part of the computer display and is automatically sequenced to production start/stop. 37 Monitoring SystemEach Type III slurry seal surfacing truck must include a system that can monitor Conveyer Slip Ratio (the timing between the head pulley and the tail pulley and measures slippage between the two and automatically shuts down the conveyer belt if too much slippage is registered). The emulsion tank and aggregate hopper must also have safety shut down systems that will stop the production of slurry if they fail to register material flows. All three systems must have, warning lights with push buttons, which allow the alarm to be shut off during calibration or in case of a malfunction. The emulsion tank and water tank levels must be displayed on the computer display. This system must also have a calibration mode, which allows it to be preset for a determined number of revolutions for aggregate, emulsion and fines counts which will allow the unit stop at that number. The reporting system must monitor ground travel and when the spreader box width is input into the computer, the production rate and spread rate can be displayed, as well as displaying an average distance remaining per load. In addition, the computer must provide automatic maintenance indications based upon filter condition and engine hours. To comply with Caltrans specifications a separate display must be provided that can be viewed from the ground next to the machine that displays material usage and shutdown alarms.Spreader Box The spreader box shall be equipped with flexible drags attached to the rear and cleaned daily and changed if longitudinal scouring occurs. The spreader box shall be clean and free of excess surfacing material and/or PMCQS-lh at the start of each work shift. For Type III slurry seal surfacing the spreader box shall be capable of placing-the minimum of 12 feet wide and shall have strips of flexible rubber belting or similar material on each side of the spreader box and in contact with the pavement to prevent the loss of slurry seal surfacing from the box. Spreader boxes over eight feet in application width shall have baffles and be double shafted reversible motor driven angers. Spreader box skids shall be maintained in such manner as to prevent chatter (wash boarding) in the finished mat. The spreader box in use shall be clean and free of slurry seal surfacing and PMCQS-lh at the start of each work shift. For Type III slurry seal surfacing the spreader box shall have a series of strike-off devices at the rear of the box. The leading strike-off device shall be fabricated of steel, stiff rubber or other suitable material. The number of stride-off devices shall be ' determined by the Contractor. The first strike-off device shall be designed to maintain close contact with the pavement during the spreading operations, shall obtain the thickness required, and shall be capable of being adjusted to the various pavement cross sections for application of a uniform slurry seal surfacing finished surface. The final strike-off device shall be fabricated of flexible material and shall be designed and operated to ensure a uniform texture is achieved in the finished surface of the slurry seal surfacing. The final strike-off device shall be cleaned or changed daily if problems with longitudinal scouring occur. PREARATION FOR SLURRY SEAL SURFACING Before placing the Type III slurry seal surfacing, the pavement surface shall be cleaned by sweeping, flushing or by other means necessary to remove loose particles of paving, dirt, and 38 other extraneous material. When required, the roadway surface may be fogged with water ahead of the spreader box. The application of the fog spray may be adjusted to suit temperatures, surface texture, humidity and dryness of pavement.A tack coat of asphaltic emulsion shall be applied to all Portland cement concrete surfaces when there is a contract item for the work or when the work is required in these special provisions. The asphaltic emulsion for tack coat shall be grade SS-1, SS-lh, CSS-1, CSS-lh or CQS and shall conform to the provisions in the Standard Specifications. The asphaltic emulsion shall be mixed in the proportion of one part of emulsion (which contains up to 43 percent water) to 3 parts water. The mixture shall be applied at the approximate rate of 0.04-0.08 gal/yd2. When asphaltic emulsion is used as a tack coat, slurry seal surfacing shall not be placed until the asphaltic emulsion has cured. PLACING The slurry seal surfacing mixture shall be uniformly spread on the existing surface within the rate specified without spotting, re-handling or otherwise shifting of the mixture. For a double slurry seal, the first layer (bottom) will be Type III and second layer will be Type II (on top). Type III bottom lift should stay off the gutter line by 6” inches. The slurry seal surfacing mixture shall not be placed when the ambient temperature is below 50 °F or during unsuitable weather. Slurry seal surfacing shall not be placed if rain is imminent or if there is the possibility that there will be freezing temperatures within 24 hours. Slurry seal surfacing shall be spread at a rate within the following ranges of pound of dry aggregate per square yard: Longitudinal joints shall correspond with the edges of the traffic lanes. The Engineer may permit other patterns of longitudinal joints if the patterns will not adversely affect the quality of the finished product Through traffic lanes shall be spread in full lane widths only. Longitudinal joints common to 2 traffic lanes shall be (butt joints) with overlaps not to exceed 3 inches. Building paper shall be placed at the transverse joints to avoid double placement of the slurry seal micro surfacing. Other suitable methods to avoid double placement of the slurry seal surfacing will be allowed. Hand tools shall be available to remove spillage. The mixture shall be uniform and homogeneous after placing on the surfacing and shall not show separation of the PMCQS-lh and aggregate after setting. The completed surface shall be of uniform texture and free from ruts, humps, depressions, or irregularities. SLURRY SEAL SURFACING TYPELOCATION SPREAD RATE LBS. AGG/SQ. YD.Type II Full Traffic. Width 14-16Type III Full Traffic Width 28-30 39 Adequate means shall he provided to protect the slurry seal surfacing from damage by traffic until such time that the mixture has cured sufficiently so that the slurry seal surfacing will not adhere to or be picked up by the tires of vehicles. When placing multiple layers of slurry sealsurfacing the second layer shall not be placed until the following day or later. After the initial break of the slurry seal surfacing and within a minimum of 2 hours after placement the slurry seal micro surfacing shall be rolled with a pneumatic tire roller meeting the-following requirements: Pneumatic - 9.3 tons minimum weight Pneumatic - The roller shall be equipped with 7 total wheels, 4 in the rear and 3 in the front of the roller with an equipped water sprayer system. The rollers shall make a minimum of three passes per layer on the surface. Placement of the slurry seal surfacing shall cease a minimum of one hour before the expiration of the road closure hours as specified in ‘'Maintaining Traffic” of these special provisions, unless the Contractor proves to the satisfaction of the Engineer that the surface will be ready for unrestricted traffic at the expiration of the road closure hours. REPAIR OF EARLY DISTRESS If bleeding, raveling, delamination, rutting, or wash boarding occurs within 60 days after placing the slurry seal surfacing, the Contractor shall diligently pursue repairs by any method approved by the Engineer. The Contractor shall not be relieved from maintenance until repairs have been completed. PAYMENT Payment shall be at the unit price bid per square yard and shall include full compensation for furnishing all labor, material, tools, equipment, incidentals and for doing all work involved with placing slurry seal as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer. ITEM NO. 9 - CURB TYPE 14 TO CONSTRUCT Portland cement concrete curb and gutter type 14 shall be constructed as shown on the Plans or as directed by the Engineer and shall conform to the applicable requirements of Sections 10, 24 and 38 (DWG. T-11) of the Standard Specifications. Payment shall be at the unit price bid per lineal foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in constructing curb type 14 as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer. 40 ITEM NO. 10 - ROADSIDE SIGNThis item shall consist of manufacturing, furnishing and installing traffic signs on existing posts or new posts shall be placed where shown on the Plans or as directed by the Engineer and shall conform to the applicable requirements of Sections 32 and 38 of the Standard Specifications and these Special Provisions. New posts will be paid by a separate item. A sign material and installation submittal must be reviewed and accepted by the Engineer before fabrication and installation. The Contractor shall notify the Engineer two (2) working days prior to the placement of the signs. The Contractor shall review the proposed sign location with the Engineer and a supervisor from the City’s Traffic Signs and Markings section prior to installation of the sign. The Engineer may make adjustments to the proposed sign location in the field. The Contractor shall use the sign sizes as shown in the State of California, Department of Transportation Traffic Manual, unless specified otherwise on the drawings. Signs located at the side of the roadway shall have a minimum height of seven feet (7’) from the adjacent ground to the bottom of the sign, unless specified otherwise. The height of a combination of signs in the median, such as an R7 with an R10, shall be 18 inches from the top of the island to the bottom of the lowest sign (R10) with a maximum one-inch separation between the two signs. Each sign shall have the date of manufacture and a location number stenciled on the backside. Location information shall consist of each sign having an individual number which will be recorded on a clean set of Plans during the sign installation and shall be turned in as part of the “Record Drawings”. A. Sign Posts A 5/16-inch diameter cap screw with a plated rubber backwasher against the face of the sign and elastic stop nuts shall be placed through the sign and post at both top and bottom of each sign. A “V” notched piped saddle, to support the sign, shall be placed between the sign and the post. B. Signal and Street Light Poles Place a ¾-inch stainless steel banded strap and appropriate hardware at both top and bottom of each sign. C. Sheeting Grade Sheeting Grade shall use ASTM Type 11 or 3M DG Cubed specifications designed to enhance nighttime visibility of traffic control signs and objects. Type 11 or 3M DG Cubed sheeting shall have a precoated adhesive protected by an easily removable liner. D. Sign Material All signs shall be aluminum panels conforming to 5052-H38. All road signs shall be 0.08” thick with the exception of street name signs which shall be 0.125” thick. 41 Payment shall be made at the unit price bid per each sign and shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals and for doing all work involved in placing traffic signs on existing posts or new post as shown on Plans, as specified in these Special Provisions and as directed by the Engineer. ITEM NO. 11 - REMOVE ROADSIDE SIGN Existing roadside signs shall be removed where shown on the Plans or as directed by the Engineer and shall conform to the applicable requirements of Section 32 of the Standard Specifications and these Special Provisions. Removed sign panels shall be salvaged and delivered to the City of Sacramento Traffic Sign and Markings Section at 5730 24stStreet, Building 10, Sacramento, CA. Existing roadside signs shall not be removed until replacement signs have been installed or until the existing signs are no longer required for the direction of public traffic, unless otherwise directed by the Engineer. Payment shall be at the unit price bid per each and shall include full compensation for furnishing all labor, material, tools, equipment, incidentals and for doing all work involved in removing roadside signs as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer. ITEM NO. 12 - RELOCATE ROADSIDE SIGNExisting roadside signs shall be removed and relocated to the new locations shown on the Plans or as directed by the Engineer and shall conform to the applicable requirements of Section 32 of the Standard Specifications and these Special Provisions. Each roadside sign shall be installed at the new location on the same day that the sign is removed from its original location. Payment shall be at the unit price bid per each and shall include full compensation for furnishing all labor, material, tools, equipment, incidentals and for doing all work involved in relocating the roadside signs as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer. ITEM NO. 13 - TRAFFIC STRIPE TO REMOVE Thermoplastic and preformed traffic stripes (4”, 6”, 8”, 12”) shall be removed to the fullest extent possible from the pavement by grinding. Grinding material left on the pavement as a result of removing traffic stripes shall be removed as the work progresses. Accumulations of grinding material, which might constitute a hazard to traffic, will not be permitted. The striping and markings’ Contractor shall be required to provide and submit to the Engineer a weekly schedule of work for each week showing a list of streets in order of performance at least one week prior to performing any work. A contact person and phone number of responsible parties shall be affixed to this list. 42 The Contractor shall place temporary markers prior to removing traffic control measures during the striping removal operation. Temporary markers shall be maintained until permanent striping is in place.Measurement shall be by the linear foot of traffic stripe removed. No payment will be made for gaps in broken traffic stripes. Double center stripes shall be paid as two (2) four-inch stripes. Twelve-inch traffic stripes are defined as both transverse and longitudinal lines, which include, but are not limited to, 12” limit lines, 12” crosswalks stripes, and 12” speed hump stripes. 24” limit lines shall be considered as two 12” stripes to remove. The quantities of this item may be adjusted, deleted, or omitted as directed by the Engineer to meet existing requirements. No adjustment to the unit price bid will be made because of a change in quantity from the Engineer's estimate. Payment shall be at the unit price bid per linear foot of traffic stripe removed regardless of width and shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals and for doing all work involved with removing traffic stripes as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer. ITEM NO. 14 - PAVEMENT MARKINGS TO REMOVE Thermoplastic and preformed pavement marking shall be removed to the fullest extent possible from the pavement by grinding. Grinding material left on the pavement as a result of removing markings shall be removed as the work progresses. Accumulations of grinding material, which might constitute a hazard to traffic, will not be permitted. The quantities of this item may be adjusted, deleted, or omitted as directed by the Engineer to meet existing requirements. No adjustment to the unit price bid will be made because of a change in quantity from the Engineer's estimate. Pavement markings are defined as, but are not limited to, word and symbol markings, parking brackets, and “Triple-four” crosswalks. Payment shall be at the unit price bid per square foot of pavement markings removed and shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals and for doing all work involved with removing pavement markings as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer. ITEM NO. 15 - THERMOPLASTIC PAVEMENT MARKINGS TO PLACEThermoplastic traffic stripes and markings, both white and yellow, shall be placed where shown on the Plans or as directed by the Engineer and shall conform to the applicable requirements of Section 32 of the Standard Specifications and these Special Provisions. Payment shall be at the unit price bid per lineal foot of thermoplastic traffic stripes and by square feet for markings and shall include full compensation for furnishing all labor, material, tools, 43 equipment, incidentals and for doing all work involved with placing thermoplastic traffic stripes and markings as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer.ITEM NO. 16 - THERMOPLASTIC TRAFFIC STRIPE (4” - WHITE) TO PLACE See Item 15 ITEM NO. 17 - THERMOPLASTIC TRAFFIC STRIPE (8 - WHITE) TO PLACE See Item 15 ITEM NO. 18 - THERMOPLASTIC TRAFFIC STRIPE (8” - YELLOW) TO PLACE See Item 15 ITEM NO. 19 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 9) TO PLACE See Item 15 ITEM NO. 20 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 22) TO PLACE See Item 14 ITEM NO. 21 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 25A) TO PLACE See Item 15 ITEM NO. 22 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 26) TO PLACE See Item 15 ITEM NO. 23 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 29) TO PLACE See Item 15 ITEM NO. 24 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 32) TO PLACE See Item 15 ITEM NO. 25 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 37B) TO PLACE See Item 15 44 ITEM NO. 26 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 38A) TO PLACESee Item 15 ITEM NO. 27 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 39) TO PLACESee Item 15 ITEM NO. 28 - THERMOPLASTIC TRAFFIC STRIPE (DETAIL 39A) TO PLACESee Item 15 ITEM NO. 29 - ENHANCED BIKE LANE MARKING The Enhanced Bike Lane Marking material must have Green pigment and anti-skid abilities. The approved color pigmented resin shall comply with FHWA green color guidelines for bike lanes. A sample of the material that shows the color when dry (not a color chip) must be provided to the City for review and written approval at least seven (7) calendar days prior to ordering materials or installing any green markings. Material Properties:The green colored bike lane and white colored markings material shall be a methyl methacrylate (MMA) acrylic based resin system used for color pavement marking and anti-skid surfacing. The resin, catalyst, and aggregate compounds shall be capable of full cure in a wide range of temperatures without requiring external heat sources. PropertiesUnit of MeasureTest Neat Resin: Tensile Strength 2000 psi (14MPa) min ASTM D638 Elongation 70% min ASTM D638 Tensile Modulus of Elasticity 1370 psi (9.5 MPa) min ASTM D638Hardness 15 – 20 Shore D ASTM D2240 Water Absorption 0.25% max ASTM D570 Density 13.42 lb/gal (1.6 gm/ml) ASTM D2849 Pot Life AASHTO T237 Flash Point ASTM D1310 Solids Content 99% ASTM D1644 Skid Resistant 45 minimum ASTM E274 Aggregate: Specific Gravity 2.65 ASTM C128 Hardness 7.0 Mohs Scale Material Color:The daytime chromaticity coordinates for the color used for green colored bike lanes shall be as follows:
45 1 2 3 4x y x y x y x y 0.230 0.754 0.266 0.500 0.367 0.500 0.444 0.555The daytime luminance factor (Y) shall be at least 7, but no more than 35. The nighttime chromaticity coordinates for the color used for green colored bike lanes shall be as follows:1 2 3 4x y x y x y x y 0.230 0.754 0.336 0.540 0.450 0.500 0.479 0.520Surface Preparation: Before applying colored pavement material, cover manholes, valve and monument covers, grates, or other exposed facilities located within the area of application, using a plastic or oil resistant construction paper secured by tape or adhesive to the facility being covered. All surfaces that are to receive colored pavement material shall be thoroughly clean, dry, and free of all dirt, grease, and other contaminates that might interfere with proper adhesion. Clean the pavement surface using high pressure water, compressed air, sandblasting, shotblasting, or mechanical abrasion. The surface should be visibly dry and the moisture content should be tested according to ASTM D4263 (modified to 2 hours). New asphalt shall have been placed for a minimum of 15 days prior to installation of the colored pavement material and surface oils shall not be present. The temperature of the pavement and air shall be between- - All areas to be coated shall be masked prior to application of primer and masked again prior to application of the colored pavement material. In areas where colored pavement material is to be applied on top of slurry seal, slurry seal must be allowed to cure for a minimum of two weeks prior to cleaning and application. Mixing and Application:Mixing and applying colored pavement material and primer shall be in accordance with the manufacturer's instructions. Contractor shall follow manufacturer’s guidelines regarding atmospheric conditions. Coating application shall not proceed if precipitation is forecast for the immediate 24 hours after the intended date of application. Application must follow manufacturer’s recommended cure times between layers and before opening to traffic. Lanes must be opened to traffic within one hour after the minimum cure time as recommended by the manufacturer expires. 46 The Contractor shall protect the pavement markings from damage and allow them to fully cure prior to allowing traffic to drive over markings. Any damage shall be corrected by the Contractor at the Contractor’s expense.Payment shall be made at the unit price bid per square foot and shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals and for doing all work involved in placing Enhanced Bike Lane Markings as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer. ITEM NO. 30 - PAINT CURB Curb shall be painted red where shown on the Plans. Paint curbs per Section 78-4.03, “Painting Concrete” of the State Standard Specifications. Payment shall be at the unit price bid per square foot for curb painting and shall include full compensation for all necessary labor, materials, tools, equipment and incidentals and for doing all the work involved in painting curb. ITEM NO. 31 - RAISED PAVEMENT MARKERS TO PLACERaised pavement markers shall be furnished and placed where shown on the Plans or as directed by the Engineer and shall conform to the applicable requirements of Section 32 of the Standard Specifications and these Special Provisions. Payment shall be at the unit price bid per each and shall include full compensation for furnishing all labor, material, tools, equipment, incidentals and for doing all work involved with placing pavement markers as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer. ITEM NO. 32 - TYPE K71 DELINEATORType K71 Delineators shall be furnished and placed where shown on the Plans or as directed by the Engineer. Payment shall be at the unit price bid per each and shall include full compensation for furnishing all labor, material, tools, equipment, incidentals and for doing all work involved with placing Type K71 Delineators as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer. ITEM NO. 33 - TUFF CURB Tuff Curb shall be furnished and placed where shown on the Plans or as directed by the Engineer. Payment shall be at the unit price bid per each and shall include full compensation for furnishing all labor, material, tools, equipment, incidentals and for doing all work involved with placing 47 Tuff Curb as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer.ITEM NO. 34 - TRAFFIC SIGNAL MODIFICATION (SOUTH AVE/MARYSVILLE BLVD) The work to be performed for this item, in general, includes furnishing and installing all necessary equipment and materials for the traffic signal installation as indicated on the Plan sheets and these Specifications. Contractor shall provide and install new pull boxes, conduit, conductors, detector cables, detector handholes, detector loops, pull rope, and CCTV Camera System. Pavement restoration is required for conduit installation. See City Standard Specifications Section 13-4 Addendum #1 for requirements.Contractor shall also provide and install traffic signal displays, tunnel louvers, backplates with 2 inch retroreflective yellow border, mounting brackets, and all appurtenances shown on the Plans and called for in these Special Provisions to ensure a complete installation and functioning traffic signal system. Resurfacing Work:Contractor shall also remove existing traffic signal displays and mounting bracket as shown on the plans. Install new 12” LED traffic signal display, backplate, tunnel visor and mounting bracket. New backplates shall be louvered and equipped with 2 inch retroreflective yellow border as manufactured by 3M. Contractor shall also provide and install new 2 inch yellow retroreflective tape border on all existing traffic signal displays. Manufactured by 3M. Cabinet and Controller Type R and ATC EX2: Contractor shall provide and install a new traffic signal cabinet Type R TS2 Type 1 and McCain ATC EX2 (NEMA) TS2 Type 2 controller with Fourth Dimension D4 traffic signal controller software, surge suppressor (Tripplite, model ISOBAR6ULTRA), Cisco Model IE-3100-8TC2-E network switch with power supply and Small Form Factor Pluggable Modules, 12 strand fiber patch panel, and all auxiliary devices as indicated on the plans and these specifications. Contractor shall remove and salvage the existing traffic signal cabinet. Contractor install the new traffic signal cabinet on the existing foundation , and make all wire connections for a fully functional traffic signal cabinet. Contractor shall extend new conduits and conductors into the new traffic signal cabinet. Work also includes the Traffic Signal turn-on process. All traffic signal cabinets, controllers and all components, network switch, hardware, auxiliary equipment and D4 software shall be procured, tested and certified, loaded and installed by the Contractor. All traffic signal cabinet and controller assemblies shall be delivered directly to the Contractor warehouse within the greater Sacramento area. The City of Sacramento is not receiving any materials nor storing any materials for this project. Contractor shall validate all equipment is received from the Manufacturer/Distributor with the invoice and these Special Provisions. The City of Sacramento will provide the signal timing digital .dat file. The contractor shall pickup 48 the digital file at the Pre-Construction meeting. Contractor to follow the City of SacramentoTraffic Signal Turn-On Process. Contractor shall provide and install the following video detection equipment: Autoscope Vision Video Detection Camera, Econolite 28” riser pole and mounting hardware, Econolite Video Detection Cable (3-wire), Vision Comm Manager, SDLC Cables, and Ethernet Cables. An Econolite Representative shall be onsite for the installation and configuration of the Video Detection System at no additional cost to the City. The video detection system shall be configured by the Contractor to detect vehicles and bicycles. The system shall be programmed to provide stopbar detection. All channels shall be configured per the City’s detector programming sheet and the Contractor and Econolite Representative shall work with City of Sacramento Traffic Signal Maintenance Shop to ensure the detection calls are being inputted into the controller. In general, the Contractor shall perform the following, in addition to the work shown on the planset and these specifications: a) Provide and Install the video detection camera on the traffic signal mastarms with the 28” riser pole and mounting hardware, b) Provide and Install the video detection cable from the video detection camera thru the mastarm, conduits, pull boxes, to traffic signal controller. No splices between the camera and traffic signal controller, c) Provide and Install the Vision Comm Manager. Contractor to install power to all equipment, d) Terminate the video detection cable on the Vision Comm manager, e) Provide and Install Cat 5 Ethernet cable between the Vision Comm Manager and network switch and traffic signal controller, and f) Provide and Install SDLC cable between the Vision Comm Manager and traffic signal controller. Contractor to disconnect and reconnect/configure the GPS EV and reconfigure the system. Contractor shall provide and install a new CCTV Camera system and all components as specified in these Specifications and Plans. Contractor to provide and install new Category 6 outdoor rated communication cable thru new and existing conduits, pull boxes, and into the traffic signal cabinet. Contractor to provide and install new mounting hardware for the CCTV. CCTV camera shall be installed on the mastarm or shaft of the traffic signal standard, as specified in the Planset. CCTV camera system shall include the PTZ Dome Network Camera, High Power PoE Mid-Span power injector, outdoor rated Cat 6 cable, mounting brackets for the traffic signal shaft and mastarm applications, and all connectors. Final termination of CCTV shall occur when the replacement traffic signal is fully operational. Work also includes extending new conductors and conductors to existing pull boxes. Construction work also includes removing conductors, cables, and pull boxes, abandoning conduits, and removing and re-installing existing fiber optic cable. Work also includes removing all project related Underground Service Alert (USA) marks from the project site. Contractor shall also remove all tire marks, equipment marks, machinery marks, and other liquids, such as oil and machinery coolant, on the sidewalk, driveway, curb ramp areas that was caused by the contractor during construction. 49 Payment shall be at the lump sum price bid for Traffic Signal Modification (South Avenue at Marysville Boulevard) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, for doing all work involved with this line item as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer.ITEM NO. 35 - TRAFFIC SIGNAL MODIFICATION (GRAND AVE/MARYSVILLE BLVD) The work to be performed for this item, in general, includes furnishing and installing all necessary equipment and materials for the traffic signal installation as indicated on the Plan sheets and these Specifications. Contractor shall provide and install new pull boxes, conduit, conductors, detector cables, detector handholes, detector loops, pull rope, and CCTV Camera System., Pavement restoration is required for conduit installation. See City Standard Specifications Section 13-4 Addendum #1 for requirements. Contractor shall also provide and install , traffic signal and displays, tunnel louvers, backplates with 2 inch retroreflective yellow border, mounting brackets, and all appurtenances shown on the Plans and called for in these Special Provisions to ensure a complete installation and functioning traffic signal system. Resurfacing Work:Contractor shall also remove existing traffic signal displays and mounting bracket as shown on the plans. Install new 12” LED traffic signal display, backplate, tunnel visor and mounting bracket. New backplates shall be louvered and equipped with 2 inch retroreflective yellow border as manufactured by 3M. Contractor shall also provide and install new 2 inch yellow retroreflective tape border on all existing traffic signal displays. Manufactured by 3M. Cabinet and Controller Type R and ATC EX2: Contractor shall provide and install a new traffic signal cabinet Type R TS2 Type 1 and McCain ATC EX2 (NEMA) TS2 Type 2 controller with Fourth Dimension D4 traffic signal controller software, surge suppressor (Tripplite, model ISOBAR6ULTRA), Cisco Model IE-3100-8TC2-E network switch with power supply and Small Form Factor Pluggable Modules, 12 strand fiber patch panel, and all auxiliary devices as indicated on the plans and these specifications. Contractor shall remove and salvage the existing traffic signal cabinet. Contractor shall install the new signal cabinet on the existing foundation, and make all wire connections for a fully functional traffic signal cabinet. Contractor shall extend new conduits and conductors into the new traffic signal cabinet. Work also includes the Traffic Signal turn-on process. All traffic signal cabinets, controllers and all components, network switch, hardware, auxiliary equipment and D4 software shall be procured, tested and certified, loaded and installed by the Contractor. All traffic signal cabinet and controller assemblies shall be delivered directly to the Contractor warehouse within the greater Sacramento area. The City of Sacramento is not receiving any materials nor storing any materials for this project. Contractor shall validate all equipment is received from the Manufacturer/Distributor with the invoice and these Special Provisions. The 50 City of Sacramento will provide the signal timing digital .dat file. The contractor shall pickup the digital file at the Pre-Construction meeting. Contractor to follow the City of Sacrament Traffic Signal Turn-On Process. Contractor shall provide and install the following video detection equipment: Autoscope Vision Video Detection Camera, Econolite 28” riser pole and mounting hardware, Econolite Video Detection Cable (3-wire), Vision Comm Manager, SDLC Cables, and Ethernet Cables. An Econolite Representative shall be onsite for the installation and configuration of the Video Detection System at no additional cost to the City. The video detection system shall be configured by the Contractor to detect vehicles and bicycles. The system shall be programmed to provide stopbar detection. All channels shall be configured per the City’s detector programming sheet and the Contractor and Econolite Representative shall work with City of Sacramento Traffic Signal Maintenance Shop to ensure the detection calls are being inputted into the controller. In general, the Contractor shall perform the following, in addition to the work shown on the planset and these specifications: a) Provide and Install the video detection camera on the traffic signal mastarms with the 28” riser pole and mounting hardware, b) Provide and Install the video detection cable from the video detection camera thru the mastarm, conduits, pull boxes, to traffic signal controller. No splices between the camera and traffic signal controller, c) Provide and Install the Vision Comm Manager. Contractor to install power to all equipment, d) Terminate the video detection cable on the Vision Comm manager, e) Provide and Install Cat 5 Ethernet cable between the Vision Comm Manager and network switch and traffic signal controller, and f) Provide and Install SDLC cable between the Vision Comm Manager and traffic signal controller. Contractor to disconnect the GPS EV and reconnect/configure GPS EV in the new traffic signal cabinet. Contractor shall provide and install a new CCTV Camera system and all components as specified in these Specifications and Plans. Contractor to provide and install new Category 6 outdoor rated communication cable thru new and existing conduits, pull boxes, and into the traffic signal cabinet. Contractor to provide and install new mounting hardware for the CCTV. CCTV camera shall be installed on the mastarm or shaft of the traffic signal standard, as specified in the Planset. CCTV camera system shall include the PTZ Dome Network Camera, High Power PoE Mid-Span power injector, outdoor rated Cat 6 cable, mounting brackets for the traffic signal shaft and mastarm applications, and all connectors.Final termination of CCTV shall occur when the replacement traffic signal is fully operational. Work also includes extending new conductors and conductors to existing pull boxes. Construction work also includes removing conductors, cables, and pull boxes, abandoning conduits, and removing and reinstalling existing fiber optic cable.Work also includes removing all project related Underground Service Alert (USA) marks from the project site. Contractor shall also remove all tire marks, equipment marks, machinery 51 marks, and other liquids, such as oil and machinery coolant, on the sidewalk, driveway, curb ramp areas that was caused by the contractor during construction. Payment shall be at the lump sum price bid for Traffic Signal Modification (Grand Avenue at Marysville Boulevard) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, for doing all work involved with this line item as shown on the Plans, as specified in these Special Provisions and as directed by the Engineer. 52 3. ITEMS OF THE PROPOSAL ELECTRICAL PROVISIONS WHICH APPLY TO ALL ELECTRICAL ITEMS 3.1 ELECTRICAL COST BREAKDOWN The Contractor shall provide a Schedule of Values (cost break-down) for each lump sum electrical item(s). The Schedule of Values (cost break-down) shall be provided by 4:00 p.m. on the fourth working day after the bid opening. If the lump sum item cost break-down is not submitted within the specified time, the bid will be deemed as non-responsive. The cost break-down shall be submitted to Jose Ledesma, Contracts Manager, at 915 I Street, Suite 2000, Sacramento, CA 95814, or by email at [email protected] . The sum of the amounts for the units of work listed in the cost break-down for electrical work shall be equal to the contact lump sum price bid for the work. The unit price is the material and installed cost with overhead, profit, and labor. The Contractor shall determine the quantities to complete the work shown on the plans. The Contractor shall be responsible for the accuracy of the quantities and values. No adjustment in compensation will be made in the contract lump sum prices paid for the various electrical work items due to any differences between the quantities shown in the cost break-down furnished by the Contractor and the quantities required to complete the work as shown on the plans and as specified in these special provisions. At the Engineer’s discretion, the approved cost break-down may be used to determine partial payments during the progress of the work and as the basis of calculating the adjustment in compensation for the items of electrical work due to changes ordered by the Engineer. When an ordered change increases or decreases the quantities of an approved cost break-down, the adjustment in compensation may be determined, at the Engineer’s discretion, in the same manner specified for increases and decreases in the quantity of a contract item of work in accordance with Section 9-1.06, “Changed Quantity Payment Adjustments”, of Caltrans Standard Specification. The cost break-down submitted by the responsive qualified low bid Contractor shall be approved by the Engineer before any partial payment for the items of electrical work shall be made based on the cost break-down. The cost break-down shall include, but is not limited to: type of equipment, estimated quantity, and unit price ($/LF or each). See below for sample items. Some items from the list may not apply to the project, and other items may need to be included. Contractor shall submit break-down in a spreadsheet format.Conduit – list each size (2”, 3”, etc.), installation method, quantity (LF), unit price ($/LF).Conductor– list each size (#6, #8, etc.), quantity (LF), and unit price ($/LF). Pull Box– list type (#5, #6, etc), quantity, and unit price ($/EA).Electrical Service – type (metered), quantity, and unit price ($/EA).Traffic Signal and Streetlight Standards with Foundation – list each standard (such as 1-B, Type 16, post top, mast arm, ornamental, etc), quantity, and unit price ($/EA).Luminaires– type (200 watt fixture, etc.), quantity, unit price ($/EA).Traffic Signal and Pedestrian Displays– quantity and unit price ($/EA). 53 Pedestrian Push Button – quantity and unit price ($/EA).Detector Loop– type (5’x5’, 6’x6’, etc), quantity and unit price ($/EA).Detector Lead-In Cable – quantity and unit price ($/LF).Detector Handhole– quantity and unit price ($/EA).Emergency Vehicle Detector System – quantity and ($/EA). Traffic Signal Controller and Cabinet– quantity and unit price ($/EA).Battery Back-Up System– quantity and unit price ($/EA).Interconnect Cable– quantity and unit price ($/LF).3.2 CITY EQUIPMENT TO BE REMOVED AND SALVAGED All City of Sacramento equipment to be salvaged shall be returned to the City of Sacramento Corporation Yard. The City has two corporation yards: Corporate Center South, 5730 24thStreet, Building 11, Sacramento, California and the Corporate Center North, 918 Del Paso Road, Sacramento, California. Contractor is responsible to provide machinery and manpower to unload and load all salvaged equipment. Loading, unloading, pick-up, and delivery of these items will be considered included in the price bid for various items and no additional compensation will be allowed therefor. The Contractor shall schedule the delivery of salvaged equipment with the City Inspector. Equipment drop-off shall be done in the presence of the City Inspector or his designated representative. The Contractor shall be responsible for all damages that occur in connection with the care and protection of all City salvaged equipment.3.3 CONDUIT MATERIAL JM Eagle and PW Eagle are not acceptable conduit materials. A. General – Schedule 40 Conduit to be installed underground shall be Schedule 40 polyvinyl chloride (PVC) or Schedule 40 polyethylene conduit as described herein unless otherwise indicated or specified. PVC conduit shall comply with the specifications in Section 34-11 of the City Standard Specifications. High-density polyethylene conduit shall comply with the following specifications: Conduit shall be fabricated from polyethylene shall be in conformance with applicable ASTM and NEMA standards and Article 347 of the National Electrical Code. Non-black polyethylene conduit shall contain not less than 2500 parts per million (ppm) of a hindered amain ultraviolet light stabilizer. Ultraviolet stabilization additive for black polyethylene conduit shall consist of a carbon black loading of 2.5% 0.5% by weight. Conduit shall be manufactured from high-density polyethylene resin designated as Type III, Category 5, Class C, Grade P34 material in accordance with ASTM D1248. Duct seal shall be installed on all conduits. 54 All new conduits starting/terminating in pull boxes shall have End Bells.B. High Density Polyethylene (HDPE) Conduit HDPE conduit shall be manufactured to UL 651A specifications, compliant with NEC Article 353, and Schedule 40, unless otherwise specified. HDPE conduit shall have high tensile strength-to-weight ratio, crush resistance, low coefficient of friction for directional drilling. 3.4 CONDUIT INSTALLATION Revised 2025: Conduit installation shall be in accordance with Section 34-11 and Section 13 of the Standard Specifications and all Addendums. www.cityofsacramento.gov/utilities/development-standards “Jet-rodding” is not permitted. Conduits terminating in pull boxes, standards, pedestals and cabinets shall rise vertically and shall not slope in any direction. Conduits terminating in standards, pedestals, and cabinets shall terminate one and one-half inches (1½") above finished grade. Conduits shown on the Plans to be adjacent and parallel to each other shall be installed in the same trench or drill hole unless otherwise specified or directed by the Engineer. Under the sidewalk, conduit shall be laid to a depth of not less than eighteen inches (18”) below the sidewalk grade. Conduits shall be installed by trenching or directional drilling method. All applicable requirements in these Special Provisions to locate, and to protect existing utilities, utility laterals, obstructions, and other facilities in the area shall be conformed to and no additional compensation will be allowed therefor. Contractor is responsible for any damage and the repair of any existing facilities damaged by his/her trenching or drilling operations. Contractor is responsible for any potholing necessary and cost for potholing shall also be included in price paid for applicable items of work and no additional compensation will be allowed therefor. All trenching or drilling work shall be contained within the City right-of-way. If utilities or other obstacles are encountered at the specified conduit depth, any additional drilling required to avoid the obstacle shall be made at the Contractor’s expense and no additional compensation will be allowed therefor. Location of trenching and drill holes shall take into consideration minimal impact to the street pavement while still meeting the requirements of these Special Provisions. Contractor shall replace roadway striping and markings with same material if damaged by directional drilling, bore pits, potholes, or trenching. Replacement striping and markings shall be thermoplastic or paint, per the City of Sacramento Standards. Contractor shall use the following PVC pipe cement to join conduits and fittings: Premier Cement PVC All Temperature One Step Blue or Christy’s Red Hot Blue Glue for Schedule 80 thru 4” diameter. 55 A. Trenching MethodInstallation of conduit by trenching shall be in conformance with the Plans and Special Provisions and all Addendums. Trenches shall be backfilled or covered at the end of each work day. All conduit installed by trenching shall be anchored every 15 feet to the bottom with an approved method to prevent the conduit from floating when the concrete is backfilled into the trench. Trenches in roadways shall be backfilled with 3 Sack Slurry Cement Backfill as defined in Section 10 of these Standard Specifications. A red oxide in the amount of 5 lbs. per cubic yard shall be mixed uniformly throughout the slurry cement. Trench shall not exceed six inches (6”) in width. The top of the installed conduit shall be a minimum of twenty-four inches (24”) below finish grade. The trenching machine shall be shielded to prevent loose material from being thrown away from the machine. Loose material deposited on the pavement behind the cutting machine shall be removed from the pavement immediately and the pavement cleared to allow the passage of traffic. Only those traffic lanes occupied by the cutting machine and the cleanup operation shall be closed and they shall be opened as soon as the work has moved sufficiently to clear them. Excavation and installation of conduit and concrete backfill shall be completed within the same working day. Asphalt concrete backfill shall be completed within twenty-four (24) hours after excavation of trench. B. Directional Drilling Method Conduits shall be installed such that the top of the conduit(s) are not less than eighteen inches (18”) below the finished grade in sidewalk areas and not less than thirty inches (30”) in all other areas except as otherwise specified or directed by the Engineer. Prior to the start of directional drilling, the Contractor shall submit a plan which identifies location and size of proposed drill holes, describes process for identifying/locating existing utility services and other underground utilities or obstructions, identifies a proposed “drilling corridor” to avoid conflicts with existing utilities, services and other facilities. This plan shall be submitted to the Engineer a minimum of ten (10) working days prior to the start of work. The Contractor will not be allowed to directional drill until an approved plan is on file with the Engineer. Directional drilling shall be performed by the technique of creating and directing a bore hole along a predetermined path to a specified targeted location where indicated on the plans to install conduits. The technique shall involve the use of mechanical and hydraulic equipment to change the boring course and shall use instrumentation to monitor the location and orientation of the boring head assembly along the predetermined course. Drilling shall be accomplished with fluid-assisted mechanical cutting. Unless otherwise approved, boring fluids shall be a mixture of 56 bentonite and water or polymers and additives. Bentonite sealants and water will be used to lubricate the drilling head. It is mandatory that minimum pressures and flow rates be used during drilling operations so as not to fracture the subgrade material around and/or above the bore. Uncontrolled jetting (where the primary purpose is to use fluid force to erode soil for creation of the final bore hold diameter) is prohibited. The drilling system shall utilize small-diameter fluid jets to fracture, and mechanical cutters to cut and excavate the soil as the head advances forward. All drilling shall be located a minimum of three feet (3’) from the center of all existing maintenance holes. Drilling that run parallel to any sanitary sewer or storm drainage lines shall maintain a minimum clearance of three feet (3’) measured from the centerline of the sewer or drainage line to the adjacent side of the drill hole. Drilling that crosses any sewer or drainage line shall cross 34-11 at 90 degrees to the line or at a minimum of 45 degrees if a 90 degree crossing is not possible. Each bore pit shall be restored to original roadway conditions. 3.5 CONDUCTORS Conductors shall be in accordance with Section 34-13 of the Standard Specifications, except for the following: 1. If the existing ground wire (green 1#10 THW) is used as a pullwire, a new ground wire shall be pulled with the new conductors or cables, unless otherwise specified. 2. Unless otherwise noted, insulation Types THHN and THWN are not approved for installation. 3. The electrolier leads from base to lamp socket shall be No. 12 THW solid wire with 45 mils insulation suitable for 600-volt service for historic decorative, post top and mast arm electroliers. 4. All conductors of AWG #10 or larger shall be identified by printed and embossed labels. #1, #6, #8, #10 conductors shall be printed and embossed. a) Both printed and embossed labels shall clearly identify the UL listing, insulation type, voltage rating, AWG number, and the City of Sacramento. b) The printed label and the embossed label shall be placed at approximately 90 degrees separation around the center of the conductors. c) Labels shall appear every one foot interval. Embossed labels shall be between 0.002” to 0.003” in depth and shall not damage the conductors. Label heights shall be no less than 3/32” for AWG #8 or larger, and shall be no less than 2/32” for AWG #10. 3.6 CCTV CAMERA SYSTEM A. General 57 The CCTV Camera shall be AXIS P3737-PLE Panoramic Camera (Quad) system or approved equal thru product testing. The system shall include the camera, POE mid-span power injector, mounting brackets, cabling and mounting hardware. The CCTV system for traffic monitoring shall connect to the city network through the Ethernet switch in the traffic signal cabinet. All cabling between the camera and the traffic signal cabinet shall be Category 6 (CAT6) outdoor rated communication cable. B. Components The camera system shall have following components:For mounting on the Shaft of the Signal Pole:ManufactureModel NumberDescriptionAXIS P3737-LE Quad Panoramic CameraAXIS 02172-004 30wattHigh power PoE Mid-Span power InjectorBelden 7927A Outdoor Rates Cat6 Cable AXIS T91B67 Mounting on Shaft brackets AXIS T94N01D Pendant Kit For Mastarm or Luminaire Arm Mounting: ManufactureModel NumberDescriptionAXIS P3737-LE Quad Panoramic CameraAXIS 02172-004 30wattHigh power PoE Mid-Span power InjectorBelden 7927A Outdoor Rates Cat6 Cable Pelco AB-3034 Astro-Brac for Mastarm, Luminair Arm mounting AXIS TQ6501-E Parapet Mount C. Camera Interface The camera shall connect to the traffic signal cabinet with Category 6 (CAT6) outdoor rated communication cable. All cable connections shall be CAT6 rated. Camera power shall be over the data cable via PoE injector. All data ports shall be 100BASE-TX Fast Ethernet-port, support auto negotiation of network speed (100 MBit/s and 10 MBit/s) and transfer mode (full and half duplex). The Camera shall be automatically detected using UPnP and Bonjour standards and provide support for both IPv4 and IPv6. The camera shall support both fixed IP addresses and dynamic IP addresses. Camera shall connect through the network to the City’s existing Milestone 2016 video management control software. The camera shall be fully capable of working with Milestone 58 software and shall allow full control of PTZ, focus, iris, and be able to present and display all video streams.D. Communication- Power Cable and connectors The camera shall connect PoE injector with Category 6 cable. The cable shall be Belden 7927A Multi-Conductor - Category 6 DataTuff® cable. See Outdoor Ethernet Communication cable section of these special provision. The cable shall connect to the camera with a RJ45 PushPull connector meeting IP66 environmental requirements and to the PoE injector with a standard RJ-45 connector. E. Functional Test The camera shall be installed and wired per the manufacturer’s recommendations and shall power up and have a viewable video feed. Camera shall be fully controllable. 3.7 CATEGORY 6 OUTDOOR ETHERNET COMMUNICATION CABLE All Ethernet communication cable placed in pole and conduits shall be Belden Part 7927A DataTuff Cat 6, 4 pair, 23awg Solid BC, PO Ins, PVC Jkt, Oil- and Sun-Res CMR. The cable shall have 23 AWG Bonded-Pair solid bare copper conductors, polyolefin insulation, E-Spline center member, industrial grade sunlight- and oil-resistant PVC jacket, rip cord. Sequential marking at two foot intervals. Connection for the cable it shall use Cat6 approved connectors. Cable shall meet NEC Specifications CMR, UL444, TIA 568.C.2 and NEMA WC-63.1, Category 6. Belden 7953A 3.8 CATEGORY 6 COMMUNICATION CABLE CONNECTOR CATEGORY 6A FIELD MOUNT PLUG, 568A/B, UTP, LARGE AWG 22-24 (0.043 - 0.063 IN.) CAPFMUL-S1 Modular Connectors - FIELD MOUNT PLUG CAT6A UTP, LARGE AWG 22-24 3.9 DETECTOR CONDUCTOR LOOP A. Loop Conductors Each loop conductor shall be continuous, unspliced, Type RHW-USE neoprene-jacketed or Type USE crosslinked polyethylene insulated No. 12 stranded copper wire. Conductor insulation thickness shall be 40 mils minimum.B. Loop Conductor InstallationDetector loop installation shall conform to these Special Provisions and the State Standard Plans, Sheet ES-5A. 59 Unless otherwise specified, each loop shall be three (3) turns of conductors for each detector loop. Unless otherwise shown or noted on the Plans, each new detector loop shall be 6' x 6' and centered in the travel lane.Slots cut in the pavement shall be blown out with compressed air and dried and inspected for any sharp objects or corners which shall be removed prior to installation of loop conductors. The loop conductors shall be installed in the slots using a 5/16" to 1/4" wooden paddle. As it is installed, the wire shall be kept under slight tension and shall be kept in the slots with suitable cardboard wedges. The cardboard wedges shall not be removed until the loop sealant operation requires removal. Loop conductors shall be installed without splices and shall terminate in the Nearest pull box. The detector loops shall be joined in the nearest pull box in combination of series and parallel so that optimum sensitivity is obtained at the sensor unit. Final splices between loops and lead-in cable shall not be made until the operation of the loops under actual traffic conditions is approved by the Engineer. Each detector loop shall be identified and tagged by loop number, start (S), and finish (F). For example: Phase 4D1-1S & Phase 4D1-1F; Phase 4D1-2S & Phase 4D1-2F. All loop conductors for each direction of travel for the same phase of a traffic signal system in the same pull box, shall be spliced to a cable which shall be run from the pull box adjacent to the loop detector to a sensor unit mounted in the controller cabinet. Splices to the cable shall be made in pull boxes only. All splices to the lead in cable and between loops and the lead in cable shall be soldered as specified in State Specifications in Section 86-2.09C, "Connectors and Terminals". Open flame soldering will not be permitted. Each detector loop circuit shall be tested for continuity, circuit resistance, and insulation resistance at the controller location. The loop circuit resistance shall not exceed 0.50 ohms plus 0.35 ohms per 100 feet of lead-in cable. The insulation resistance shall be performed between each circuit conductor and ground. The meggared insulation resistance shall not be less than 200 megohms. The Contractor shall replace any detector loop that fails this requirement at the Contractor's expense. 1. Depth of Loops and Conductors in the Traveled Way All conductors and conductor loops installed in the traveled way shall be installed so that the top of the conductor is a minimum of one-inch (1") below the surface grade of the street. 2. Inductive Loop Sealant Only the following methods may be used for inductive loop sealant: Asphaltic Emulsion and Sand Method 60 1) Immediately after the loop wires have been installed, the slot shall be filled with an anionic asphaltic emulsion conforming to the State Standard Specifications for Rapid Setting No. 1 (RSI).2) Dry 20 mesh sandblasting sand shall then be poured in and around the slot. A suitable and approved tool shall then be used to work the asphaltic emulsion up through the dry sand. The slot will then be inspected for any dry spots in the sandfill. Any dry sand spots will then be wetted with more asphaltic emulsion. More dry sandblasting sand shall then be added to the slot and the asphalt emulsion will again be worked up through the sand until a uniform mix of asphaltic emulsion and sand with no voids completely fills the slot to the level of the surrounding road surface. A final thin layer of sand will then be added to surrounding surface to absorb the excess asphaltic emulsion. The traveled way may be opened to vehicular traffic immediately after installation of the asphaltic emulsion and sand loop sealant.Hot-Melt Rubberized Asphalt Sealant MethodHot-melt rubberized asphalt sealant shall conform to, and be installed in accordance with State Specifications Section 86-5.01A(5) and as directed by the Engineer. Sackrit Method After conductors are installed in the slots cut in the pavement, paint binder shall be applied to all vertical surfaces of slots in accordance with the provisions in Section 94, "Asphaltic Emulsions", of the State Standard Specifications. The slots shall then be filled with asphaltic concrete sealant. Asphaltic concrete sealant shall be a mixture of sand and liquid asphalt. The percentage of sand in the asphaltic concrete sealant shall conform to the following: Screen Size Percentage Passing #4 100%#8 91%#16 63%#30 39%#50 24%#100 10%#200 7%The sand shall be uniformly mixed with six percent (6%) SC800 liquid asphalt conforming to Section 93 of the State Standard Specifications.Temperature of sealant material during installation shall be above 70 degrees F. Air temperature during installation shall be above 50 degrees F. Sealant placed in the 61 slots shall be compacted by use of an eight-inch (8") diameter 1/8" thick steel hand roller or other tools approved by the Engineer. Compacted sealant shall be flush with the pavement surface. Excess sealant remaining after rolling shall be reused. Traffic may be released immediately over compacted material.C. Abandonment of Loop ConductorEach detector loop shall be saw-cut in a minimum of two places.3.10 DETECTOR HANDHOLESWhere shown on the Plans, detector loops shall be sawcut into detector handholes. Detector handholes shall be Type B and shall be installed as shown in Traffic Signals/Street Lighting Standard Details in the Plans sheets, unless otherwise noted or directed by the Engineer. No splicing will be allowed in the detector handholes. For detector handholes to be removed, holes or depressions resulting from the removed handhole shall be filled, compacted, brought to grade, and filled to match surrounding materials. 3.11 DETECTOR LEAD-IN CABLE Detector lead-in cable shall be "Canoga" Type 30003, or approved equal. Detector lead-in cable shall conform to the following Special Provisions: Lead-in cable shall consist of four (4) No. 18 A.W.G. stranded copper conductors insulated with nine (9) mils minimum of polypropylene, color coded, parallel laid, twisted together with four to six turns per foot. An amorphous interior moisture penetration barrier shall be provided to prevent hosing, siphoning, or capillary absorption of water along cable interstices. The outer jacket shall be thirty (30) mils minimum in thickness, high density polyethylene conforming to ASTM Designation: D-1248, 65T for Dielectric Material, Type I, Class C, Grade 5, J3. The diameter of the cable shall be approximately .25 inch. Aluminum-polyester shielding shall be applied around the conductors. The detector lead-in cable shall be continuous from the pull box adjacent to the conductor loops to the controller unless otherwise shown on the Plans. Splicing of detector lead-in cables to loop conductors and splicing of detector cables when called for on the Plans shall be as follows: 1. Splices shall be made in pull boxes only. All splices to lead in cable shall be soldered. The ends of the splice shall then be inserted into an approved insulated spring type connector of the correct size. When detector cables and detector loops are initially installed, precautions shall be taken to insure the cables and loops remain water tight prior to splicing. If splicing is not to be done immediately after installation, the ends of the conductors and cables shall be dipped in electrical insulating liquid which shall render them water tight. The insulating liquid shall be fast drying, resistant to oils, acids, alkalies and corrosive atmospheric 62 conditions and shall be compatible with the insulations used in the conductors and cables. All conductors and cables shall be installed and splices shall be made in a dry environment.3. The splice shall then be insulated by "Method B" of the State Standard Plans or as directed by the Engineer. 3.12 PULL BOXES Shall be in accordance with Section 34-12 of the Standard Specifications, except for the following: a. All new pull boxes shall be set in place prior to pouring any new sidewalk. b. Existing pull boxes damaged by the installation of new conduits shall be removed and replaced at the Contractor's expense as directed by the Engineer. c. All pull boxes shall be placed in sidewalk areas unless otherwise specified on the plans or directed by the Engineer, and shall not be placed in driveways, in vehicular traveled lanes, or in any part of the new sidewalk handicap ramp areas. Unless otherwise specified, pull boxes shall be placed a minimum of 5 feet from existing driveways. d. Contractor shall cut, remove and replace the concrete to the nearest joint when installing new pull boxes. e. New pull boxes shall have a minimum of 6” of new concrete around all sides in sidewalks. f. For pull boxes to be removed, holes or depressions resulting from the removed pull box shall be filled, compacted, brought to grade, and filled to match surrounding materials. g. Pull boxes shall be placed as shown according to the details shown on the Plans and according to these Special Provisions. h. Install pull box on top of crushed rock foundation. Adjust pull box to grade. The crushed rock foundation shall have a minimum of 12” in depth and continue to extend a minimum of 6” beyond the outside edge of the pull box. Compact crushed rock while maintaining integrity of conduit. Conduit and pull boxes shall not be damaged nor cracked. 63 i. In instances where the pull box is installed in a planter box or dirt areas, the pull box shall be set to grade with a concrete ring, as shown in the standard detail drawings.Locking Pull Box Security Lids for Street Lighting 1. No locking Security Lids shall be use on Pull Boxes containing traffic signal wiring. 2. All No. 5 and No. 6 Pull Boxes containing street light wiring shall have steel security lids with locking key bolts. 3. Security Bolts shall be Bryce Fastener #50 Penta-Plus approved equal. 4. Security Keys shall be Bryce Fastener 1GBP50 or approved equal. 5. Lid shall be ¼” thick minimum galvanized steel. 6. Lid shall be manufactured with slip resistant surface. 7. Lid shall be non-traffic rated, unless otherwise specified. 8. Lid shall be equipped with a lock mechanism which can be secured from the top of lid. 9. Lock bolt shall be recessed in 1 inch diameter circle 10. Lid shall be flush with top of pull box when the lid is completely secured and locked to the pull box. 11. No. 5 pull boxes shall have a single cam locking system, or approved equal. 12. No. 6 pull boxes shall have a double cam locking system, or approved equal. 13. Lid shall have a grounding lug. 14. Supply five sets of keys for the locks. 15. Supply two sets of lifting tools for the lid. 16. Lid shall be free of scratches, defects, and debris. Provided Lids shall be installed new. 17. Pull Box Lid shall be manufactured by LockLid Secure Utility Enclosure Lids manufactured by Jensen MetalTech or approved equal. Approved equal includes Sipra Corp and Wesco Mr Steel. o #5 PB - Locklid 1324 Lid LL K-S TrxPlt Sac Glv; o#6 PB – LockLid 1730 Lid LL K-SD TrxPlt Sac Glv). o#5 PB Sipra Corp’s Lockjaw! Security lids o#6 PB Sipra Corp’s Lockjaw! Security lids o#5 PB WESCO’s Mr. Steel Security Security lids o#6 PB WESCO’s Mr. Steel Security Security lids 18. A steel welding plug shall be provided by the manufacturer to be inserted into the 1 inch diameter recessed lock 3.13 TRAFFIC SIGNALS AND FITTINGSTraffic Signal Standards and Lighting Standards shall be in accordance with the latest California Department of Transportation Standard Plans, unless otherwise specified in these Specifications or Plans. A. Forms and Concrete and Debris 64 Remove concrete forms on traffic signal standards and service pedestals upon project completion. Remove all plywood, forms, excess and leftover concrete, and other debris as a result from construction upon project completion.B. Vehicle Signals All signal heads, louvers, backplates, and framework shall come in black color. Each mast arm mounted signal head shall be all 12" diameter sections. Vehicle signal housings shall be either die cast or permanent mold cast aluminumconforming to ANSI Standard D-10.1. Vehicle signal faces shall conform to Section 86-4.01, "Vehicle Signal Faces", of the State Standard Specifications. Metal backplates shall have a 2-inch yellow retroreflective boarder for the 12” signal heads. The retroflective tape shall be manufactured by 3M for vertical mounting. Model: 3M 3990 Series Diamond Grade VIP Reflective Sheeting.Metal Backplate shall be louvered and painted black. Traffic signals shall utilize tunnel visors. All traffic signal lamps shall be accessible from the front of the traffic signal head and shall be directly accessible for removal and replacement by the opening of the hinged front lens section and hood. Backplates for MAS mounted vehicle signal heads shall have approved filler plates to prevent light from showing through at the elevated plumbizers. C. Light Emitting Diode (LED) Signal Modules LED modules shall be 12” in diameter, clear lens, and manufactured by Dialight, Leotek, Duralite, or EOI. No exceptions. LEDs shall have full ball appearance. Front shell shall be Clear, not Tinted. Contractor shall warranty the LED module for a minimum of 3 years. Contractor is responsible to immediately replace the failed LED module at no cost to the City during the warranty period of 3 years. D. LED Countdown Pedestrian Signals LED modules shall be manufactured by Dialight, Leotek, Duralite, or EOI. No exceptions. 65 All pedestrian display shall be the combination Raised Hand/Walking Person figure and Countdown timer only. All pedestrian heads and framework shall come in black color. Pedestrian signal face modules shall be designed to mount behind or replace the existing faceplate of Type A Pedestrian housings as specified by the requirements of the ITE Standards, “Pedestrian Traffic Control Signal Indications”, and the MUTCD. The pedestrian signal shall have an operating range of 80VAC to 135VAC. The pedestrian signal shall be fused and provide transient suppression for protection of line and load. The pedestrian signal shall have a high power factor > 0.9. The pedestrian signal shall have < 20% harmonic distortion.The design of the modules shall require a specific mounting orientation. Each module shall provide an average luminous intensity of at least 3,750 candela/m2 for Upraised hand and 5,300 candela/m2 for the Walking person symbol throughout the useful life over the operating temperature range. The uniformity ratio of an illuminated symbol shall not exceed 4 to 1 between the highest luminance area and the lowest luminance area in the module. The color output of the module shall conform to the requirements of the ITE: ”Pedestrian Traffic Control Signal Indications” and the MUTCD. The Hand Man symbols shall conform to all applicable ITE and CalTrans requirements. Raised Hand shall be Portland orange. Walking figure shall be lunar white. The module shall not require special tools for installation. The module shall fit securely into existing pedestrian signal section housings built to the PTCSH specifications without modification to the housing. The pedestrian signal face shall be no less than 16” high. Aluminum housing. The modules shall be a self-contained device, not requiring on-site assembly for installation into an existing Type "A" housing. The pedestrian signal shall be capable of displaying the LED “Raised Hand” legend. The numeral portion shall consist of two (2) seven segment digits, constructed of a minimum of 2 rows of LED’s, simultaneously. The pedestrian signal shall use overlays to diffuse the LED's and provide uniform light dispersion while keeping the symbols clear and distinct. The signal shall be configurable, such that the countdown timer can start at the beginning or the end of the “Walk” portion of the pedestrian phase. Initially, the Contractor shall set the signal such that the Countdown timer starts at the beginning of the flashing “Don’t Walk/Raised Hand” portion of the phase and ends at the beginning of the solid “Don’t Walk/Raised Hand” portion of the phase. Modules shall have filled hand/man. E. Mounting Hardware 66 All slipfitters and terminal compartments shall be cast bronze. Clam shell mounting assemblies shall not be used.No gaskets shall be used between the slipfitter and the traffic signal display. Seal connection with silicon gel. F. T 3.14 TRAFFIC SIGNAL TURN-ON PROCESSThe traffic signal turn-on process is located at the following location in the category of “Traffic Signals and Streetlighting”: https://www.cityofsacramento.org/Utilities/Development-Standards 3.15 TRAFFIC SIGNAL CABINET AND CONTROLLER SYSTEM – DELIVERY AND TESTING AND INSPECTION AND GUARANTEEThe traffic signal cabinet, controller and all accessories and plug-ins shall be acquired and installed and tested by the contractor/manufacturer/distributor. The cabinet assembly shall be tested as a complete unit by the contractor/manufacturer/distributor. A fully functional and certified tested traffic signal cabinet assembly shall be delivered directly to the jobsite. The delivery and inspection of the traffic signal cabinet and controller system is as follows: A. Delivery1. All traffic signal cabinets, controllers and all components, network switch, hardware, auxiliary equipment and D4 software shall be procured, tested and certified, loaded and installed by the Contractor. 2. D4 software shall be procured, tested and certified, loaded and installed by the Contractor.3. All traffic signal cabinet and controller assemblies shall be delivered directly to the Contractor warehouse within the greater Sacramento area. The City of Sacramento is not receiving any materials nor storing any materials for this project. 4. Contractor shall validate all equipment is received from the Manufacturer/Distributor with the invoice and these Special Provisions. B. Installation of Traffic Signal Timing1. The City of Sacramento shall provide the signal timing digital .dat file. The contractor shall pickup the digital file at the Pre-Construction meeting. 67 2. The Contractor shall load and program the traffic signal timing for each controller at the Contractor facility warehouse. C. Testing and Certification 1. The entire traffic signal cabinet and controller assembly for each intersection with phasing shown on the Plans with all plug-ins, auxiliary components, D4 software, and intersection traffic signal timing shall be tested with a traffic signal test monitoring equipment and certified by the Contractor and Manufacturer prior to field installation. The entire assembly shall PASS all applicable tests. All plug-ins are required for Testing and Certification. 2. Also, the entire traffic signal cabinet and controller assembly shall be tested and certified as a complete unit under real time intersection operation and signal load conditions for a minimum of 48 hours. 3. The entire traffic signal cabinet and controller assembly shall be licensed in the name of the City of Sacramento. Contractor shall provide license documentation that shows the Network Switch is licensed to the City of Sacramento. 4. Contractor shall submit a traffic signal cabinet acceptance test record and certificate of compliance from the manufacturer. Test to include: visual inspection, cabinet power up, P.D.A test, Power Supply 24V DC, Field O/P Test, Full Operation, and includes Documentation.5. Contractor shall submit a Controller Acceptance Test Record and Certificate of Compliance from the Manufacturer. Report shall include Model, Part, and serial number. D4 Software included in test. Test to include Diagnostic/Environmental Tests, Visual Inspection, Total EV Chamber cycle Time, and Final Functional Test (100 hour burn-in). All tests shall result in a PASS condition D. Guarantee1. The traffic signal controller and components/modules shall have a full warranty for manufacturer defects and workmanship, including parts and labor for a minimum of five (5) years from the date of purchase. Identification of manufacturer defects shall be determined by the city. 2. The Contractor guarantees all cabinet and all materials and devices of whatsoever nature incorporated in, or attached to the cabinets, to be free of all defects of workmanship and materials for a period of one (1) year after final acceptance of the project. The Contractor shall repair or replace any or all equipment or material, together with all or any other equipment or material which may be displaced or damaged in so doing, that may prove defective in workmanship or material within said one (1) year guarantee period without expense or charge or any nature whatsoever to the City. 3. In the event that the Contractor should fail to comply with the conditions of the foregoing guarantee within (10) days time, after being notified of the defect in writing, the City shall have the right, but shall not be obligated to repair, or obtain the repair of the defect and the Contractor shall pay to the City on demand all reasonable costs and expense of such repair. In the event that any defect in workmanship or material covered by the foregoing guarantee results in a condition which constitutes an immediate hazard to the health or safety, or any property interest, or any person, 68 the City shall have the right to immediately repair, or cause to be repaired, such defect, and the Contractor shall pay to the City on demand all reasonable costs and expense of such repair. The foregoing statement relating to hazards to health, safety or property shall be deemed to include either temporary or permanent repairs, which may be required as determined in the sole discretion and judgment of the City. E.Equipment Drawing The vendor shall provide equipment drawings for each cabinet. Equipment drawings shall comply with Section 86-1.04 of the State Specifications and these specifications. The cabinet print shall be laid out on two (2) “D” size sheets. Sheet one (1) shall have the remaining panels, load bay, cables, fans and lights, power supply, maintenance malfunction unit (MMU), controller, connector wiring Power Panel, Outlet Strip, and door Maintenance Panel with police panel. The detector field inputs panels, detector racks, and detector programming panels shall be on sheet two (2). The operation manual for each component shall be provided. Three (3) prints o f the cabinet-wiring diagram shall be supplied with each controller cabinet in addition to an electronic copy. One copy of the cabinet print shall be enclosed in the document drawer under the controller shelf. Entire cabinet schematic wiring diagram shall also be submitted in the form of an AutoCAD Drawing (.pdf will not be accepted), either on a disk or by email to [email protected] John Matoba, City of Sacramento, 916-808-7891. 3.16 TRAFFIC SIGNAL CONTROLLER, ATC EX2, NEMA TS2 TYPE 2A. McCain ATC EX2 - Traffic Signal Controller TS2 Type 2 NEMA The Contractor shall supply McCain ATC EX2 NEMA controller – traffic signal controller TS 2 Type 2 NEMA with D4 software preloaded. Controller shall have SDLC ports (2) including SP3 routed to NEMA TS 2 Port 1, serial (asynchronous) on front panel (3), ENET 1:100 Base-T Ethernet switch, 1 uplink and 3 additional ports, ENET 2:100 Base-T Ethernet port dedicated for local communication, USB ports (2), display with 16 lines x 40 characters, keyboard with 7x4 keypad (28 key), shelf mount configuration and meet the following: NEMA TS 2-2003 v2.06 ATC 5.2b NTCIP base standards (where applicable) The D plug shall be designed for type 90 Traconex design. See D plug section of these special provisions B. Traffic Signal Controller SoftwareThe Contractor shall install Fourth Dimension (D4) Traffic Signal Controller software on controller assembly. The most current version of D4 Traffic Signal Controller software, at the time of controller delivery, shall be fully configured in the controller. The traffic controller software shall collect High Resolution Controller Data recorded 10 times per second and with event codes as defined by Purdue University. 69 The Contractor shall provide license to the city for the D4 software and shall include basic support and integration for use of this software. Traffic Signal Controller Software Contact is: Fourth Dimension Traffic, Eric J. Nelson, 3505 Safe Road, Suite 2309, Houston, TX 77056-7182, Phone 832-405-8577. Email: [email protected] C. ManualsAll controllers and software provided under this specification shall be provided with product/operational manuals, which document the operation and maintenance of the equipment in compliance with TEES. The Contractor shall submit operating manuals, technical data sheets, product cut sheets, and any associated documentation for the controller unit delivered as part of this specification. Manuals shall be printed on 8.5” x11” paper. Schematic, layouts, parts list, and plan details may be on 11”x17” sheets. The manuals shall be bound in durable covers, and shall not suffer degradation when subjected to normal cabinet temperature testing. All manuals with printed copies shall be also be submitted electronically.D. Warranty.The traffic signal NEMA controller TS2 Type 2 and components/modules shall have a full warranty for manufacturer defects and workmanship, including parts and labor for a minimum of five (5) years from the date of purchase. Identification of manufacturer defects shall be determined by the city. 3.17 TRAFFIC SIGNAL CONTROLLER SOFTWARE The Contractor shall install Fourth Dimension (D4) Traffic Signal Controller software on each controller assembly. The most current version of D4 Traffic Signal controller software, at the time of controller delivery, shall be fully configured in the controller. The Contractor shall provide a D4 license to the City for each controller assembly. The license shall include technical support and user manual of this software. The contact for the traffic signal controller software is as follows:Fourth Dimension Traffic Eric J. Nelson, 3505 Safe Road, Suite 2309, Houston, TX 77056-7182, Phone 832-405-8577. Email: [email protected] 70 General Controller Software Features1. 16 phases a. Three maximum times per phase with dynamic max operation b. Minimum, maximum, soft recall modes c. Early and delayed “Walk” timing d. Conditional service during free and coordination with conditional service minimum green time e. Manual control operation with selectable call, omit, and protected pedestrian clearance phases f. Per phase preempt timing 2. 4 rings (Single intersection or two independent intersections) 3. 16 timed overlaps a. Vehicle and pedestrian movement for each overlap b. Actuated pedestrian movements c. Early and delayed “Walk” timing d. Pedestrian overlap rest-in-walk across multiple phases e. Per overlap preempt timing 4. 8 transit phases a. Two and three section signal head controls for light rail vehicles b. Advanced warning sign control per transit phase c. Recall or actuated operation d. Normal or priority service Detector Features 1. 64 vehicle detectorsa. Programmable call and extend phasesb. Extend and delay timing c. Stop bar disconnect mode with carryover (extend) timerd. Detector cross-switching e. No presence and max fail detector diagnostics (disabled by TOD) 2. 16 queue detectors a. Detects traffic backups b. Capable of selecting alternate coordination patterns, selecting alternate maximum green times, or calling a preempt c. Advanced green to clear vehicle movements prior to transit vehicle arrival 3. 16 pedestrian detectors a. Programmable calls for pedestrian and vehicle phases b. Pedestrian cascade mode (sequential calling of two pedestrian movements) 71 4. 8 transit detectorsa. Programmable calls for transit and vehicle phasesb. Extend and delay timing c. Travel time delay d. Alternate travel times by TOD e. Adaptive arrival time adjustment 5. 32 remote transit detectors a. Calls received by transit detectors at other intersections (on peer-to-peer Ethernet network)b. Travel time delay c. Alternate travel times by TOD d. Adaptive arrival time adjustment Coordination Features 1. 32 coordination patternsa. Cycle time and three offsets per patternb. Flexible per phase split expansion and shrinking during transition c. Fixed or floating force-offs (per phase)d. Automatic permissive calculations2. Single-band or multi-band permissive modes with permissive limit timer3. Three pedestrian permissive modesa. Programmable recalls and omits active during each pattern b. Actuated coordinated phases can gap-out early and distribute unused time to movements with greater demandc. Selectable reservice phases (a.k.a. “fully actuated coordination”)4. Multiple interconnect modesa. Time based schedulerb. Central system command (over twisted pair or Ethernet connection) c. 120 volt interconnect cable5. Master controller mode a. Controller can operate as a twisted pair, Ethernet, or 120 volt cable master in the absence of a central management system Preemption Features 1. 10 prioritized preempts a. Two track clearance states, dwell state, and exit state per preempt b. Permit or allow any phase and overlap individually for each preempt state 72 c. Presence preempt input with optional fail-safe interlock inputd. “Check-in / Check-out” preempt detection option with check-out override timer2. 4 soft preempts a. “Step-by-step” preempt (special preempt sequence)b. 8 states per soft preempt sequence (timed or actuated)c. Each state allows programmable calls, omits, holds, and force-offs for each phase and overlap Transit Priority Features a. Programmable transit priority options for each transit phaseb. Operates based on estimated arrival times using local intersection detection and remote (“peer-to-peer”) detection from upstream intersections c. Separate options for free or coordinated operation d. Extend only (no phase abbreviation) or Early/Extend operation e. Minimum phase green times f. Maximum extend limit g. Optional vehicle/pedestrian phase omits h. Ability to switch to alternate sequence to better serve early arriving transit vehicle i. Adaptive arrival times to automatically compensate for fluctuating station dwell times Status / Diagnostic Features 1. Detailed controller status displays through the 2070 LCD display a. Phase, ring, and overlap statusb. Transit phase/priority statusc. Coordination statusd. Preemption statuse. Vehicle and pedestrian detector status f. Cabinet / Field I/O status g. System communication status 2. 6000 controller event log a. Multiple classes of events can be individually enabled for logging b. Retrieved and reset from central connection (serial or Ethernet) 3. 62.5 day detector VOS log a. Log VOS for 16 system detectors each 15 minutes 4. 600 MMU event log a. Detailed MMU events, including reason for failure and state of field outputs 73 5. The traffic controller software shall collect High Resolution Controller Data recorded 10 times per second and with event codes as defined by Purdue University.Cabinet Support 1. NEMA TS1, TS2-Type 1 and Type 2, Caltrans 332/336, and ITS cabinet support2. All controller input and output functions can be mapped to any physical cabinet input and output3. “Peer-to-Peer” interconnect over Ethernet (select outputs or inputs from the source intersection to activate a function at the local intersection)4. Cabinet logic channels to accomplish custom controller I/O operation Protocol Support 1. Communications over serial port, twisted pair, or Ethernet (fiber-optics) 2. Caltrans AB3418E with extended messages for extended status and D4 specific functionality3. Future NTCIP compliance E. Testing The Contractor shall comply with electrical, environmental and testing requirements defined in the TEES. The Contractor shall comply with all testing, quality control and reporting procedures specified in the TEES. 3.18 TRAFFIC SIGNAL CABINET, TS2 TYPE 1, TYPE R 1. TS2 Type 1, Type R CabinetThe traffic signal controller cabinet shall be a TS2 Type 1 R44 cabinet. It shall have 16 field outputs, capable of 32 input loop detection cards, 8 pedestrian input, 6 preemption inputs. Cabinet shall use SDLC communication and conform to the following: A. State of California Specifications Unless otherwise noted, the enclosure specification shall meet or exceed the State of California, Department of Transportation, Standard Specifications, dated 2010, Section 86-3.04A and Standard Plans, section ES-3. B. NEMA Specifications Unless otherwise noted, the cabinet shall adhere to the latest NEMA TS 2 Type 1 specifications. C. City of Sacramento Specifications 74 The City of Sacramento traffic signal cabinet specification shall supersede any applicable parts of the State of California, Department of Transportation Standard Specifications and Standard Plans. D. TS2 Type R Cabinet 1. Shell and Door Construction a) It shall be 77 inches high x 44.5 inches wide x 26 inches deep. Bolt pattern, refer to Caltrans 2006 Standard Plan ES-3A. b) Controller cabinets shall be constructed from type 5052-H32 bare aluminum with a dull finish and a minimum thickness of 0.125 inches and be 3R weather rated. c) All cabinets shall come with a ten (10) year warranty on the enclosure and cabinet wiring. d) Each cabinet shall be provided with two (2) lifting eyes for placing the cabinet on its foundation in the down position. Each eye opening shall have a minimum diameter of 0.75 in. Each eye shall be able to support a weight load of 1000 pounds. All exterior bolt heads shall be tamperproof type. e) Machine screws used for mounting equipment on doors or walls of the cabinet shall have inside nuts. f) The door latching handles shall have provision for padlocking in the closed position. Each handle shall be 0.75 in minimum diameter cast aluminum or zinc-, cadmium-plated steel, or stainless steel with a minimum 0.5 in shank. The padlocking attachment shall be placed at 4.0 in from the handle shank center to clear the lock and key. An additional 4.0 in minimum gripping length shall be provided. g) Louvers shall be located in the lower one-half of the door. All cabinets shall be supplied with pleated dirt filters (ECO/AIR E-35-S) or equivalent, capable of filtering peat dirt. The filters shall be 12" x 16" x 1". h) All labels shall be silkscreen or phenolic screw on type. No adhesive or sticker labels will be accepted. The font shall be Times New Roman. Font size is determined by location. 2. Cabinet Requirements a) The field terminal blocks shall be barrier type with marker strips. Terminal blocks shall have 10-32 by 5/16-inch minimum nickel or cadmium plated brass binder 75 head screw and square metal threaded inserts. Round knurled inserts will not be accepted. b) No other equipment within the controller cabinet shall use a socket that will accept a flasher or a flash transfer relay. c) If relays are required other than the flash transfer relay, they shall be octal relays. d) If MMU device is disconnected or controller power is off, the intersection shall go into flashing operation and remain in flashing operation until controller power is turned on. (THE CITY WILL NOT ACCEPT THE CABINET IF THE INTERSECTION GOES DARK INSTEAD OF FLASH.) e) All cables when not connected, shall not be able to touch AC field wiring terminals on load bay or power panel when not connected to device such as MMU, power supply, BIU, and controller. Cable lengths shall be secured to prevent cable reaching AC field wiring. When possible, cable length should be minimized. f) The cabinet shall be capable of sixty-four (64) BIU input detection channels, thirty-two (32) vehicle detector cards, forty-eight (48) output channels for eight (8) vehicle phases, four (4) pedestrian phases and four (4) overlaps. g) All power connectors for controller, MMU, and power supply shall be “MIL-SPEC” with no exceptions. h) All cables for the power supply, MMU, communication and fiber optics shall feed up from the front of the shelf. 76 3. Cabinet Fan and Light a) The controller cabinet shall have a light and fan panel mounted in the top of the cabinet. Each panel shall be equipped with two (2) electric fans with ball or roller bearings and a capacity of at least 100 cubic feet per minute each. Each fan shall be separately fused and thermostatically controlled to the requirements of Section 86 of the State Specifications. b) There shall be two (2) LED cabinet illumination panels. One mounts in the fan housing towards the front of the cabinet and the other under the document drawer or on either side of the drawer. Light bars should provide enough illumination to allow working in the cabinet with no other lighting with a minimum for 500 lumens per foot. The power supply for the panels shall be mounted in the top of the cabinet and shall be 24VDC. The light shall be rated 100,000 hours per LM 70. Light engine shall be fully recyclable. There shall be a door switch to turn on power to the light panels when the door is open. When the door is closed, the switch shall remove all power to the light panels. The light bar should not impede access to the load Bay, technician draw, or shelf spacing. 4. Door Alarm a) The cabinet shall have a door actuated switch that is able to set Alarm 1 in the controller when the cabinet door is open and turns the alarm off when the door is closed. Switches shall be labeled. 5. Police Panela) A police panel shall be located in the upper center outside of the door. The police panel shall contain only two switches, a SIGNAL ON/OFF switch, and an AUTO/FLASH switch. Switches shall be clearly and permanently labeled. The SIGNAL ON/OFF switch shall disconnect flasher and load switch outputs to the field. The AUTO/FLASH switch shall operate in accordance with NEMA TS2-2016. 6. Maintenance Input Panel a) A maintenance input panel shall be mounted on the inside of the cabinet door on the back side of the police panel. The maintenance door panel shall have twelve (12) 3-position detector test input switches for each of eight (8) vehicle detector and four (4) pedestrian phases inputs. The switches shall operate as fixed, normal, and momentary, top to bottom. Six (6) pushbuttons shall be provided to test the preempt inputs and labeled RR 1, RR2, EVP 1 (3), EVP 2 (4), EVP 3 (5), EVP 4 (6). There shall be a Controller On/Off switch and an Auto/Flash switch. There shall be a three (3) position Stop Time switch; Flash Stop Time On/Off/Manual Stop Time On. T. All Maintenance switches shall be labeled. 77 b) The vehicle maintenance switches shall be wired to the maintenance switch assignment panel on the left side of the cabinet. See Section 8-A-1. c) Detector maintenance test switch input assignment. Maintenance Switch To Terminal To Terminal Function Input Ø1 Door SW11 401A-B T/F 181 BIU1B-22 Ø2 Door SW12 402A-B T/F 182 BIU1A-23 Ø3 Door SW13 403A-B T/F 175 BIU1B-23 Ø4 Door SW14 404A-B T/F 176 BIU1A-24 Ø5 Door SW15 405A-B T/F 173 BIU1B-24 Ø6 Door SW16 406A-B T/F 174 BIU1A-19 Ø7 Door SW17 407A-B T/F 183 BIU1A-17 Ø8 Door SW18 407A-B T/F 184 BIU1B-17 7. Accessory Power Outlets a) A GFI duplex outlet shall be provided above the power panel. The outlet shall be installed in a nonmetallic enclosure with a cover plate. The GFI can optionally be placed in the maintenance input panel. The outlet shall be securely mounted to the C channel of the cabinet. b) Two commercial grade NEMA 5-15R non-GFI 15amp receptacles shall be installed and wired to CB-3. One outlet shall be placed on the top right side and one on the top left side of the cabinet. Outlets shall be easily accessible. The outlet surge suppressor strip shall plug into the outlet on the right side of cabinet. The outlet shall be installed in nonmetallic enclosure with cover plate. The outlets shall be securely mounted to the C channel of the cabinet. 8. Left Cabinet Wall a) Middle Panel - Field Input Panel A: Field Input Panel A shall contain 4 terminal blocks. All wiring termination shall use spade connector to screw down terminals. 1. Block 1 shall be wired to the maintenance switches and the terminal facility inputs. See Section 6 for terminal facility assignments. Wiring from terminal facility to the maintenance switch programming panel shall be long enough to allow any wire to terminate at any other maintenance switch terminal. All terminal positions shall be labeled. 2. Block 2 shall be wired for input termination of Opticom 700 series detector and Opticom detectors in the detector rack. All terminal positions shall be labeled. 78 3. Block 3 shall contain all necessary terminals to meet power requirements for the detection rack, BIUs, detector cards and Opticom cards. All terminal positions shall be labeled. 4. Block 4 shall contain terminals for eight (8) pedestrian push buttons and two (2) pedestrian common (return) wires and shall be wired to pedestrian input terminal facilities on the load bay. All terminal positions shall be labeled. b) Bottom Panel - Field Input Panel B: The Field Input Panel B shall be wired for loop detector rack one (1) for BIU 8 and 9. The field input panel shall be capable of sixty-four (64) Terminals (32 channels). Each detector rack slot shall have an individual terminal block. All terminal positions shall be labeled. c) SDLC hub with a minimum of ten (10) connectors. Connects shall be DB15 with spring camp type locking. d) One commercial grade NEMA 5-15R non-GFI 15amp receptacle outlet shall be placed on the top left side of the cabinet. See section 7. 9. Right Cabinet Wall a) Power Panel: The Signal controller, TS2 power supply, any other auxiliary power supplies, detector power, etc. shall be protected by the surge protector. The protection device shall be an Edco ACP340, SHP300-10 or approved equal. The surge protection device shall come with a seven (7) year warranty. The mercury contactor shall be replaced with a normally open, solid-state relay and shall be CST Crydom CWA4850, MDI HPR48A50, Omega SSRL 240AC50, or approved equal. There shall be three (3) circuit breakers, a twenty (20) Amp, for the signal circuit, a fifteen (15) Amp for the auxiliary circuit, and a fifteen (15) Amp for accessory power outlet. A fifteen (15) position earth ground bus bar and a fifteen (15) position neutral bus bar shall be provided. It may be a screw type copper bar as specified in the CalTrans spec or a compression type with holes that will accept 14-8 AWG wire. The service AC- and bond wire will terminate on the bus bars. A place will be provided for the service AC+ on a terminal strip with a field lug and it shall be an ILSCO #SLUH-35 or approved equal. A 3-position block of type Marathon CAT: 1423570, 1423307, or equal will NOT be accepted. b) Generator Connection: (Specification to be added at a future date) c) Accessory Power Outlet: One GFI duplex outlet. See section 7. 79 One commercial grade NEMA 5-15R non-GFI 15amp receptacle outlet shall be placed on the top right side of the cabinet. See section 7. d) Outlet strip: A Tripp-Lite outlet surge suppressor strip model ISOBAR6ULTRA or approved equal and shall be installed and connected to accessory power outlet. Outlet strip shall be mounted on aluminum stock. Outlets shall be securely mounted to the C channels of the cabinet. e) DIN Rails: There shall be 2 DIN rails 10 inch length mounted on aluminum stock for DIN rail devices. Outlets shall be securely mounted to the C channels of the cabinet. 10. Center of Cabinet a) Shelves: Each controller cabinet shall be provided with three (3) shelves to house the rack mounted detectors, controller, and any other equipment supplied, mentioned in the specifications and/or shown on the plans. The bottom shelf shall allow clearance for Pullout drawer and the load bay to tilt forward. Spacing between the bottom shelf and the middle shelf shall be 8” and spacing between middle Shelf to the top shelf shall be 14”. The top shelf shall be placed to provide easy access to detector rack. The bottom shelf contains the detector amplifiers, and any preemption detector cards. The middle shelf shall contain controller, MMU and power supply. The top shelf shall be reserved for future use. The shelves shall be perforated to allow air flow. See attached Cabinet Layout drawing for mounting heights of shelves. b) Pull-out drawer and laptop shelf: A pull-out laptop computer shelf shall be incorporated below and attached to the bottom shelf. This pull-out shelf shall be 22” wide x 12.5 deep and provide an opening under the bottom shelf lip of 2.5” to be used as a document drawer. c) BBS LED: Battery On LED shall be mounted on the underside of the top shelf and shall be readily visible when the door is opened. The LED is part of the BBS relay circuitry located in the load bay. A battery backup relay shall be mounted on the load bay. When the Battery LED is active, Alarm 2 shall also be triggered. 11. Load Bay 80 a) Clearances: The load bay shall have a minimum height of 13” from the bottom of the cabinet and have a minimum clearance of 3.5” off the side walls. When load bay is tilted forward it should easily clear the cabinet door opening. b) Access: The load bay shall be designed to fold down from the top to gain access to the back side. No part of the load bay shall stick out past the load switches. c) The load resistors for load switches 9 – 12 yellows shall be mounted on the back of the load bay. d) Field lugs: Field lugs shall be supplied on all colors for each vehicle and pedestrian phase and each pedestrian pushbutton and pushbutton return. The field lugs shall be ILSCO #SLUH-35 or approved equal. e) TS2 Output Channel Assignments: a. Channels 1 - 8 shall be assigned to Vehicle Phases 1 - 8. b. Channels 9 - 12 shall be assigned to Pedestrian Phases 2, 4, 6, and 8. c. Channels 13-16 shall be assigned to Overlap Phases A, B, C, and D. f) BIU: Load bay shall accommodate two (2) Bus Interface Units (BIU) and connectors in the load bay shall be mounted on PC boards. g) BBS Flash Relay: BBS Flash Relay shall activate when the traffic signal is running on battery and BBS system has provided an input. The relay shall active the battery on LED and Alarm 2 input. When the BBS system provides a low battery input the relay shall place the traffic signal into flash. h) Labeling: Load bay shall be silk screened on front, showing all positions, e.g. Ø1, Ø2. All TS2 functions and maintenance switch terminals shall be labeled on terminal facility panel. Detector rack shall be labeled. All panels shall be lables and shall be associated to the cabinet prints. 12. Detection Rack 81 a) The cabinet shall have one detector rack capable of TS2 loop detector cards and Opticom discriminators. b) The Rack shall accommodate two BIU’s, be capable of thirty-two (32) detection channels with eight (8) - four (4) channel half width (1.0”) detector cards or eight (8) - two channel half width (1.0”) detector cards. c) Two and Four channel cards shall be able to be mixed in the same rack. d) The Rack shall accommodate two (2) two channel or one (1) four channel Opticom discriminator cards for up to four EVP channels. e) The detector, Opticom, and BIU wiring in rack may be hard wired or PC board. f) The racks shall be no more than 18 ¾” wide and 5 ¾” high unless approved by engineer. g) Detector rack shall be labeled. 13. Controller Power a) There shall be two (2) controller power cables. b) One shall be a NEMA TS1 “A” and feed from the front of the middle shelf. c) The other shall be a NEMA TS2-1 power connector for the traffic signal controller interface board and feed up from the back of the middle shelf with enough slack so that the controller can be turned sideways to access the cable connectors. 14. SDLC Cabling a) Nine (9) SDLC cables shall be provided. b) All SDLC cables shall be connected to the SDLC hub. c) All SDLC cables shall meet the requirements in NEMA TS 2 Type 1 specifications. SDLC cables shall be Belden 8104, 9506 or approved equal. Cables SDLC 10, SDLC 11, SDLC 12 shall be of sufficient length to connect devices mounted on the far side of the shelf by modifying cable ties. SDLC 10, SDLC 11, SDLC 12 cabinet and cable ties shall be easily accessible. The cable shall have metal backshell/cable clamp and have appropriate strain relief. Connects shall be DB15 with spring camp type lock. 15. Auxiliary Devices 1. General Auxiliary Devices Requirements 82 a) All auxiliary devices shall conform to the Requirements of the NEMA TS2 Type 1 Standards. b) All components, not list as auxiliary shall be consider part of the cabinet and not individual components. c) The cabinet shall be equipped with all necessary auxiliary devices to operate a traffic signal with eight (8) vehicle phases, four (4) pedestrian phases and four (4) overlaps. The main auxiliary devices are listed below. 2. Load Switches a) The Load Switches shall be designed for use in traffic signal controller cabinets in accordance with NEMA TS2 Standards, Section 6.2. b) Load switches shall have a heavy-duty aluminum heat sink chassis to allow triac device to operate with the full load current. 10Amp RMS Maximum Load Current over NEMA temperature range. Operating voltage range of 60 to 135VAC. c) Unit shall contain three electrical independent circuits. The front of the load switch shall be provided with three indicators to show the input signal from the controller to the load switch. Maximum load current output in de-energized condition is less than 10 mA peak. d) Sixteen (16) Load Switches shall be supplied (8 vehicle, 4 peds, 4 overlaps). EDI Model 510 Load Switch or equal for use in NEMA TS2 Type 1 cabinet. 3. Solid State Flashers a) Solid State Flashers shall be in accordance with NEMA TS2 Standards, Section 6.3. b) Flasher shall have a heavy-duty aluminum heat sink chassis to allow triac device to operate with the full load current. c) 15Amp RMS Maximum Operating Load Current over full NEMA temperature range. d) Operating voltage range of 60 to 135VAC. e) A minimum of 56 flashes/minute. f) EDI Model 810, Reno Model Fl-200 or equal. 4. Malfunction Management Units (MMU) a) MMU shall be designed for use in traffic controller cabinets in accordance with NEMA TS2 Standards, Section 4. b) The MMU shall be a Type 16. c) One (1) conflict monitor shall be supplied. EDI Model MMU-16LE(IP), Econolite MMU-16, or Reno MMU-1600G. 5. Bus Interface Units (BIU) a) The BIU shall be designed for use in traffic signal controller cabinets in accordance with NEMA TS2 Standards, Section 8. 83 b) All BIUs shall provide three separate front panel indicators for Power, Transmit, and Valid Data. c) Four (4) BIU’s shall be supplied. Two BIU’s shall be placed in the Load Bay. Two BIU’s shall be placed in the Detector Rack. EDI Model 700 or Econolite BIU-64. 6. Cabinet Power Supply a) The cabinet power supply shall meet all TS2 Section 5 requirements. b) The power supply shall regulate DC power, unregulated AC power, and a line frequency reference for the Detector Rack, BIU’s, load switches and auxiliary equipment. c) Power Supply shall have LED indicators showing output status and fuse integrity for three supply outputs. d) One (1) Power Supply shall be supplied. Econolite PS250 TS2, EDI Model PS200 TS2, or Reno TS-2 Power Supply. 7. Flasher Transfer Relays a) All Flash Transfer Relays shall be solid state and conform to the requirements of NEMA TS2 Section 6. b) A full complement of relays shall be supplied with cabinet to allow for maximum phase utilization. 8. Inductive Loop Detectors a) Four Channel Rack Mount Detector for TS2 Type 1 traffic signal cabinet. b) Meets NEMA TS 2 specifications. c) Single width (1.12” or 1.14” wide). d) Eight (8) inductive loop detectors shall be supplied unless otherwise specified on plans or special provisions. RENO A&E Y/2-200 four channel rack mount detector or approved equal. 16. Equipment Drawing Equipment drawings shall comply with Section 86-1.04 of the State Specifications and these specifications, with the following changes: The cabinet print shall not exceed (3) “D” size sheets. Sheet one (1) shall have load bay with terminal facilities, power supply, maintenance malfunction unit (MMU), connector wiring Power Panel, fans and lights, SDLC Hub Panel, Outlet Strip, and door maintenance panel with police panel. Sheet two (2) shall have the detector field inputs panels, detector racks, and detector maintenance switches, Opticom input panel, Opticom Field interface panel and Accessible pedestrian panel. Sheet three (3) shall be cabinet 1ayout. 84 The operation manual for each component shall be provided. Three (3) prints of the cabinet-wiring diagram shall be supplied with each controller cabinet in addition to an electronic copy. One copy of the cabinet print shall be enclosed in the document drawer under the controller shelf. Entire cabinet schematic wiring diagram shall also be submitted in the form of an AutoCAD Drawing (.pdf will not be accepted), either on a disk or by email to [email protected] John Matoba, City of Sacramento, 916-808-7891. 17. Cabinet Deliver and Acceptance Contractor Provided – Cabinet Delivered by Project For Traffic Signal cabinet assembly delivered per City Standard 34.24 to 34.26, the contractor is responsible for providing a fully tested cabinet that meets the above specifications. The cabinet assembly shall be assembled and tested by the cabinet manufacturer, authorized local distributor, or qualified NEMA certified signal technician to ensure proper component integration and operation. Each cabinet assembly shall be tested as a complete entity (all inputs and outputs) under signal load for a minimum of 48 hours. Each cabinet assembly shall then be tested configured for intersection under signal load for a minimum of 48 hours with traffic controller and conflict monitor running without error. If the cabinet and controller assembly fail to run, the cabinet manufacturer, authorized local distributor, or qualified NEMA certified signal technician shall exhaust all reasonable trouble shooting methods before contacting the City. All signed documents detailing the final tests performed on the cabinet shall be delivered to the City Inspector. Cabinet assembly that passes testing shall be delivered fully ready to operate intersection in conformance to City Standard Specification, Traffic Signal Controller Assembly Testing and Inspection, section 34.24, Traffic Signal Pre-Turn On, section 34.25 and Traffic Signal Final Turn On, section 34.26. New fully tested and configured cabinet assemblies that are to be installed on new foundations shall be delivered directly to the field per 34.25 City Standard Specification. 18. Warranty The Supplier and Manufacture of the traffic signal cabinet assembly shall provide a one year warranty of all components inside of the cabinet from the date of acceptance by the City. The manufacturer’s warranty shall be supplied in writing with each component. The Supplier and Manufacture guarantees the cabinet, materials, and devices to be free of all defects of workmanship and materials. Second party extended warranties are not acceptable. The manufacture of the cabinet enclosure and wiring shall come with a ten (10) year warranty from the date of acceptance by the City. 85 Edco ACP340, SHP300-10 or approved equivalent device shall come with a seven (7) year warranty. 86 2021 TS 2 – Type 1, Type ‘R’ Cabinet Layout

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3.19 VIDEO DETECTION SYSTEM – ECONOLITE VISIONIn general, the video detection system shall provide real time detection of vehicles, bicycles and motorcycles entering the camera’s field of view with an accuracy of 99% minimum, when compared to conventional inductive loops. The detection shall be reliable, consistent, and perform under all weather, lighting, and traffic congestion conditions. The video detection system consists of video sensors, a communication interface panel, mounting brackets and cabling hardware. For 33X cabinet with Model 2070 controller, the video detection system will include an input/output card mounted in th (e input file. Video Detection System HardwareThe video detection system shall be an Econolite Autoscope Vision or approved equal. Video SensorThe video detection system shall include a video sensor that integrates a high-definition (HD) camera with an embedded processor for analyzing the video and performing detection. Camera and Processor The camera shall be a color CMOS imaging array. The camera shall have HD resolution of 720p minimum (1280x720 pixels). The camera shall include a minimum 10X optical zoom to enable stop-line and advance detections. The optical zoom shall be remotely controllable from the TMC for temporary traffic surveillance as well as for maintenance purposes. The camera shall have direct, real-time iris and shutter speed control by the integrated processor. The processor shall support H.264 video compression for streaming output. Video Sensor Enclosure Assembly The camera and processor shall be housed in a sealed IP-67 enclosure. The faceplate of the enclosure shall be glass and shall have hydrophilic coating on the exterior surface to reduce debris accumulation and maintenance. The faceplate shall have a thermostatically-controlled indium tin oxide (ITO) heater applied directly on the interior surface to keep the faceplate clear of condensation, snow, ice and frost. An adjustable aluminum visor shall shield the faceplate from the sun and extraneous light sources. The visor shall not interfere with the full 360° field of view. An integral aiming sight shall assist in aiming the camera for the detection objectives. A removable rear cap and cable strain relief shall seal the power connection. The rear cap shall be tethered to the enclosure to avoid dropping the cap during installation. 91 The rear cap shall be fastened to the body of the video sensor with a single, captive bolt. The rear cap and enclosure shall include Gore breathers to equalize internal and external pressure. The sensor shall be self-supporting on manufacturer’s mounting brackets for ease of installation. Power and Communications Power and communications for the video sensor shall be carried over a single three-conductor cable of 18 AWG minimum and with a polyethylene jacket. The cable shall be of sufficient length and slag. Termination of the three-conductor cable shall be inside the rear cap of the enclosure on a three-position, removable Phoenix terminal block. Each conductor shall be attached to the Phoenix plug via a screw connection. The video sensor shall operate over an input voltage range of 89 to 265 VAC at 50 or 60 Hz. Power consumption shall be no more than 16 watts maximum including heater. No supplemental surge suppression shall be required outside the cabinet. All communications to the video sensor shall be broadband-over-power via the same three-conductor cable that powers the unit. Coaxial cable shall not be required. Communications Interface Panel The video detection system shall include an interface panel in the traffic cabinet that manages communications between the video sensors, the traffic management center, a maintenance technician, and the traffic cabinet itself. Video Sensor Connection The communications interface panel shall provide connection points for four video sensors. Each sensor connection shall be a 3-pole terminal block, which supplies power and broadband-over-power communications to the sensor. The broadband-over-power communications shall provide a throughput of 70 to 90 Mbps. The broadband-over-power connection shall support at least 1,000 feet of cabling to the video sensor. Each video sensor connection shall include a power switch. There shall be an LED for each video sensor to indicate the state of the power to the sensor and an LED for each video sensor to indicate the status of communications. Each video sensor connection shall contain a resettable fuse. Each video sensor connection shall provide high-energy transient protection. Traffic Operation Center (TOC) Communications An Ethernet port shall be provided to connect to a TOC. 92 The TOC connection shall support 10/100/1000 Mbps Ethernet communication. The communications interface panel shall proxy all network requests that arrive on the TOC connection to avoid unwanted network traffic from reaching the broadband-over-power network between the communications interface panel and the video sensors. All communications to the video detection system through the TOC connection shall be to a single IP address. Local User Communications A wired Ethernet port shall be provided to connect the user at the cabinet to the video detection system for setup and maintenance purposes. The maintenance port shall support 10/100/1000 Mbps Ethernet communication. All communications to the video detection system through the maintenance port shall be to a single IP address. The maintenance port shall support DHCP to automatically assign an IP address to the user’s computer, if desired. An 802.11g Wi-Fi access point shall allow wireless connection to the video detection system at the cabinet for setup and maintenance purposes. All communications to the video detection system through the Wi-Fi access point shall be to a single IP Address. The Wi-Fi access point shall support DHCP to automatically assign an IP Address to the user’s computer. The Wi-Fi access point shall include a dipole, omnidirectional antenna. A momentary pushbutton shall allow the user to turn the Wi-Fi access point on or off. The Wi-Fi access point shall turn itself off automatically after a period of inactivity from connected devices. An LED shall indicate when the Wi-Fi access point is enabled. The Wi-Fi access point shall operate simultaneously with the wired maintenance port and with the TMC connection. Traffic Controller Connection The communications interface panel shall provide one connection to communicate to the traffic controller through the cabinet. The traffic controller connection shall support a TS2 Type 1 compatible SDLC interface. The traffic controller connector shall be a 15-pin female metal shell D sub-miniature type connector to support a standard NEMA TS2 or TEES SDLC cable. The traffic controller connection shall support a protocol interface to SDLC-capable traffic controllers (NEMA or TEES). The traffic controller connection shall support the NEMA TS2 SDLC protocol to include up to 64 detector outputs and 32 inputs. 93 The traffic controller connection shall be able to connect to a wired input/output card, which supports wired I/O in cabinets without a SDLC-capable controller. The wired I/O data communications link shall support at least 24 outputs and 16 inputs. SDLC communications and the input/output card communication shall be able to operate simultaneously. USB Ports The communications interface panel shall include two USB 2.0 ports to allow system and application software installation via portable media without removing the communication interface panel from the cabinet. Power The communications interface panel shall accept input voltage in the range of 89-265 VAC, 50/60 Hz power from the transient-protected side of the cabinet. The communications interface panel shall be protected by two slow-blow fuses. Two spares shall be attached to the panel. Input/Output Card The video detection system shall support an input/output card that communicates with the communications interface panel for real-time detection states and other I/O to the traffic controller. The card may reside in a standard detector rack or shelf-mount enclosure with power module. The input/output card shall comply with the form factor and electrical characteristics to plug directly into a NEMA type C or D detector rack or Caltrans TEES Input File. The card shall occupy two slots of the detector rack. The card shall provide four detector outputs on its rear-edge connector. A front connector shall provide communication to the communications interface panel. A front connector shall allow 16 inputs and 24 contact-closure detector outputs for wiring into the cabinet. A front panel LED for each of the 16 inputs and 24 outputs shall indicate the state of the input or output. The wired input/output card shall support optional expansion cards in other slots. Each expansion card shall support 4 outputs to the back edge of the card. The input/output card shall support optional harnesses for connection to Input Files or C1, C4, C11, and C12 ports to support Type 170 or Type 2070 controllers. System Software The video detection system shall include management software for configuration, monitoring and data collection purposes. Management Software Management software shall be a Windows-based application. 94 The software shall be compatible with Windows 7 and Windows 10 operating systems or their later versions. The software shall communicate with the video detection system via Ethernet. The management software shall automatically determine all video sensors and communications interface panels available on the local network and populate a list of all devices. The management software shall provide the user a means to name individual video sensors and communications interface panels. The management software shall provide a means for the user to zoom the camera optics while viewing a live video stream.The management software shall provide a means for the user to calibrate distances in the field of view. The management software shall provide the user a means to create 4-sided detection zones in the field of view using either a still snapshot or live video. The management software will overlay an outline of each detection zone over the background image. The management software shall enable the user to: place detection zones anywhere in the field of view for stop line detection and/or advance detection. set the desired color of both the on and off states of the detection zone overlay. alter the size and shape of any previously created zone. overlap zones, either partially or fully. name each zone uniquely. assign each zone to detect vehicles, to detect bicycles, or to detect both, and to specify different outputs for each type. assign the same output to multiple zones such that the output will be on if any of the zones are detecting a vehicle or bicycle. assign a single zone to more than one output such that if a vehicle or bicycle is detected, all the assigned outputs shall be turned on. create at least 99 detection zones per video sensor. retrieve all configuration parameters from video sensors or communications interface panels. save all the settings for a video sensor or a communications interface panel to a laptop file. read or import all the settings from a previously saved configuration file for a video sensor or a communications interface panel. download a new version of the application software into a communications interface panel and its attached video sensors. 95 monitor operation of a video sensor. The monitoring screen shall include a live video stream from the video sensor with at least HD 1280x720 pixel resolution. The monitoring screen shall show indications of detection in real time by changing the color of the detection zone. configure different indications for vehicle detections vs. bicycle detections when both are configured for the same zone. size and position the following objects anywhere on the screen and to change the color and size of text. An indication of when an output is on or off, along with a user-configurable name for that indicator. The current time in the video sensor. A user-configurable title or name. The version number of the video sensor software. turn the overlay graphics on or off with a single setting. The management software shall provide a screen to monitor operation of the intersection with a quad-view video stream from the communications interface panel. The quad-view video stream shall have a resolution of at least HD 1280x720 pixels, where each of the sensor videos comprising the quad-view shall be at least 640x360 pixels. The user shall be able to configure the order that the sensor videos appear in the quad-view. The real-time quad-view video stream shall be capable of displaying the overlay graphics for all four sensors simultaneously. While monitoring the video of a single video sensor or of the quad-view, the user shall be able to request a “snapshot” or single-frame image to save to a named file on a laptop. While monitoring the video of a single video sensor or of the quad-view, the user shall be able to record a period of the video to save to a named file on a laptop. System FunctionalityDetection Performance The video detection system shall detect the presence of vehicles in defined zones and turn on the assigned output when the vehicle is present in the zone. Stop Line Detection Stop-line detection accuracy shall be 99% minimum. False-positive stop-line detection shall be 3% maximum. Advance Detection Advance detection zone shall be a minimum of 600’ from the video sensor. The video sensor’s field of view shall extend a minimum of 30’ beyond the advance detection zone. 96 Accuracy data shall be collected over 24-hour time intervals to avoid a single lighting condition, and a minimum of one hundred (100) vehicles per lane. The calculations of detection performance will not include turning movements where vehicles do not pass through the detectors, vehicle lane-change anomalies, or where they stop short or stop beyond the combined detection zones. Failsafe Mode The video detection system shall provide a failsafe mode for each video sensor. If the failsafe mode is enabled, all programmed presence detection outputs for the video sensor shall be turned on, thus placing constant calls to the controller. When failsafe mode is disabled, all outputs revert to normal on/off operations. The video sensor shall continuously monitor the overall contrast in the video. If the overall contrast falls below a preset level (such as caused by dirty faceplate, severe glare, extreme fog, or temporary ice/snow on the faceplate), the sensor shall enable the failsafe mode. When sufficient contrast is restored in the video, the sensor will disable the failsafe mode. The communications interface panel shall continuously monitor the connectivity status of the attached video sensors. If any video sensor goes offline due to either electrical failure or internal software failure, the communications interface panel shall enable the failsafe mode for that video sensor. If the video sensor comes back online, failsafe mode shall be disabled. Data Collection The video detection system shall automatically collect and store traffic flow data in non-volatile memory for later retrieval and analysis. No additional hardware or software shall be necessary. The data shall include: Vehicle counts. Vehicle average speeds. The management software shall be able to retrieve collected data for a specified period of time or for all currently stored data and save into a standard CSV file. Operations Log The communications interface panel and each video sensor shall maintain a time-stamped operations log of routine and special events in non-volatile memory for later retrieval and analysis. Time Synchronization The video detection system and management software shall provide three methods to synchronize the time of day clocks in the communication interface panel and the video sensors, as follows: Manual time synchronization operation by the user, which sets the time to the current time on the laptop where the management software is running. A configuration setting to allow the communications interface panel to automatically obtain time from the NEMA TS2 protocol on the SDLC channel and broadcast it to the video sensors. 97 A configuration setting to allow the communications interface panel to automatically obtain time from up to five Network Time Protocol (NTP) sources and broadcast it to the video sensors. Video Streaming In addition to the ability to view video streams in the management software, the user shall be able to view video from individual sensors or to view the quad-view from the communications interface panel using a third-party video player application on a tablet, smartphone or laptop computer. Video Detection System HardwareEquipment shall be an Econolite Autoscope Vision, or City Traffic Engineer approved equivalent prior to submitting bid. Qty HardwarePer Leg1 Autoscope Vision (AVISION) white1 Mounting Brackets (34238G24) – 28”FT Econolite 3-wire only cable, 18 AWG, Polyethylene jacket Model 1175-010 for 500 feet. Model 1175-011 for 1000 feet.Per Intersection1 Autoscope Vision Comm Manager (AVCM) 1 SDLC cable Model 33550G5 for Econolite ASC2/ASC3 OR McCain ATC EX NEMA (for majority of City of Sacramento configurations). Model 33550G3 for TS2 Cabinet with SDLC Hub 15 pin to 15 pinModel 33550G8 for TS1 Cabinet with 2070 Model 33274G2 for TS2 Cabinet without an SDLC Hub 1 Ethernet Cable RJ-45 connectors. (200-1020-501) Three (3) years System warranty from of date of acceptance For cabinets without SDLC hub or connections, a Vision I/O 24 Module shall be installed. For Type R cabinet, the Autoscope Vision Comm Manager (AVCM) shall be mounted on a DIN rail attached to aluminum stock for support on the right side of the cabinet. The DIN rail and aluminum stock shall be mounted to the cabinet channel rails. The Contractor is responsible for making all connections per manufacturer recommendations. Installation Camera shall be placed to minimize occlusions of left turn lanes.Occlusions can be minimized by installing the camera on the signal mast arm, in line with the lane striping between the left turn lane and the through lanes. Cameras installed on signal mast arm shall use Econolite 28” 98 extended camera mount. At intersections where the left and through movements go together as standard operation and lefts are not intended to turn separately, the camera can be mounted on a luminaire arm with standard camera mounting bracket.Camera shall be aimed so that the area of detection is in the top half of the video image. The farthest edge of the detector shall be at the top of the image, and at least four (4) cars shall be visible behind the stopbar, in the top half of the video image. No horizon shall be allowed in the video image. Video detection system installed in traffic signal cabinets with network switches installed or scheduled to be installed shall use NEMA TS2 connections to controller. Contractor shall work with the Econolite Representative and the City of Sacramento Traffic Signal Maintenance Shop to ensure that all channels are programmed and detection calls are being received by the controller. Video detection system installed in traffic signal cabinets without network switches installed shall use NEMA TS1 and logic level connections to controller. Contractor shall work with the Econolite Representative and the City of Sacramento Traffic Signal Maintenance Shop to ensure that all channels are programmed and detection calls are being inputted into the controller. All penetration through signal poles or mastarms shall use Hayco Liquid \Tight Cordgrips or approved equal. Software and Programming An Econolite Representative shall be onsite for the installation and configuration of the Video Detection System at no additional cost to the City. The system shall be programmed to provide stopbar detection. All channels shall be configured per the City’s detector programming sheet and the Contractor and Econolite Representative shall work with City of Sacramento Traffic Signal Maintenance Shop to insure the detection calls are being inputted into the controller.General Aiming and Programming Notes for Video Detection 1. No horizon shall be allowed in video. 2. Camera shall be aimed such that the farthest edge of the detector is at the top of the image. Four to Five cars shall be visible between the stopbar and the top of the video image. 3. The Camera shall be rotated so the stopbar is horizontal in the video image. 4. Detection Zone shall be approximately 65’ long or 2 cars. 5. Maximum detectable width is 6 lanes and bike lane. 6. Detector labels shall include assigned phase number and assigned channel number. 7. The phase status shall be displayed. Technical Support & Warranty 1. All hardware associated with the video detection system shall be warranted for a minimum of three years. 2. The vendor shall provide all firmware and software upgrades to the City of Sacramento free of charge during the warranty period of the product. 99 3. Technical support shall be free of charge during the warranty period of the product.4. Vendor shall provide 24/7 technical support.5. Vendor shall provide training in the operation, setup, and maintenance of the video detection system, at no additional cost to the city. 3.20 WIRINGWiring shall be in accordance with Section 34-15 of the Standard Specifications, except for the following: a. After taping, all splices shall be painted with an approved electrical coating that will resist oil, acids, alkalies, and adverse environmental conditions.a. Pull ropes used to pull conductors in conduit shall be a minimum of three-eighths inch (3/8") in diameter.

APPENDIX ALabor Compliance Requirements for This Project By submitting a bid for this project, you are agreeing tocomply with the City’s Labor Compliance Program LABOR COMPLIANCE HANDBOOK 20
Revised 10/16 /2018

IntroductionContractors who are awarded contracts on City of Sacramento public works projects are subject to State and Federal Laws and regulations governing the payment and reporting of wages, the use of apprentices, and other applicable labor standards provisions. The City of Sacramento monitors prime contractors’ and subcontractors’ compliance with labor standards by collecting certified payroll records; conducting on-site interviews of works at the construction sites; when appropriate, audits of contractors’ records; and engaging in other activities, as necessary, to ensure labor compliance. Labor Compliance officers make preconstruction presentations to inform contractors of their obligations to comply with labor standards provisions. Electronic web submittals of labor compliance documents are effective as of May 1, 2007. Each contractor and every lower tier sub-contractor are required to submit labor compliance documents electronically at the discretion of the City of Sacramento utilizing LCPtracker.net.

CITY OF SACRAMENTO LABOR COMPLIANCE STAFF Raquel González, Program AnalystContracts and Labor Compliance Department of Public Works [email protected] 916-808-1074, Contracts and Labor Compliance Department of Parks & Rec @cityofsacramento.org 916-808-, Contracts and Labor Compliance- Department of Utilities @cityofsacramento.org 916-808-

Labor Compliance Requirements (Prevailing Wage, SB 854, AB219, Etc.) SB 854, a budget trailer bill that was signed into law on June 20, 2014, and became effective immediately, made several significant changes to laws pertaining to the administration and enforcement of prevailing wage requirements by the Department of Industrial Relations (DIR). Among other things, SB 854 established a new public works contractor registration program to replace prior Compliance Monitoring Unit (CMU) and Labor Compliance Program (LCP) requirements for bond-funded and other specified public works projects. The fees collected through this new program will be used to fund all of DIR’s public works activities, including compliance monitoring and enforcement, the determination of prevailing wage rates, public works coverage determinations, and hearing enforcement appeals. Labor Code Section 1725.5 (enacted by SB 854) requires all contractors bidding on this contract, all subcontractors listed in a bid for this contract, and any contractor or subcontractor performing any work under this contract, to be currently registered with the California Department of Industrial Relations (DIR), as specified in Labor Code Section 1725.5. Labor Code Section 1771.1 (enacted by SB 854) provides 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, unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5. Every bidding contractor shall list the contractor’s current DIR registration number, and the current DIR registration number of all listed subcontractors, on the Subcontractor and Local Business Enterprise (LBE) Participation Verification Form included in the contractor’s bid. SB 854 – Important Information for Contractors No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. The prime contractor must post job site notices prescribed by regulation. (See 8 Calif. Code Reg.§16451(d) for the notice that previously was required for projects monitored by the CMU (Compliance Monitoring Unit.) Essentials of public works contractor registration program: Contractors will be subject to a registration and annual renewal fee that has been set initially at $400. The fee is non-refundable and applies to all contractors and subcontractors who intend to bid or perform work on public works projects (as defined under the Labor Code). Contractors will apply and pay the fee online and must meet minimum qualifications to be registered as eligible to bid and work on public works projects: Must have workers’ compensation coverage for any employees and only use subcontractors who are registered public works contractors. Must have Contractors State License Board license if applicable to trade. Must have no delinquent unpaid wage or penalty assessments owed to any employee or enforcement agency. Must not be under federal or state debarment. Must not be in prior violation of this registration requirement once it becomes effective. However, for the first violation in a 12-month period, a contractor may still qualify for registration by paying an additional penalty. The registration fee is not related to any project. It is more like a license that enables the registrant to bid on and perform public works.Additionally, all contractors and subcontractors must furnish electronic certified payroll records directly to the Labor Commissioner (aka Division of Labor Standards Enforcement). The phase-in timetable for this requirement can be found on the following link at http://www.dir.ca.gov/Public- Works/SB854.html (also for all SB854 related information). Concrete Delivery Legislation (AB 219) Fact SheetAssembly Bill 219 (Daly, Chapter 739, Statutes of 2015) adds Section 1720.9 to the Labor Code. This bill expands the definition of public works under the California Prevailing Wage Law to include: …the hauling and delivery of ready-mixed concrete to carry out a public works, contract, with respect to contracts involving any state agency, including the California State University and the University of California, or any political subdivision of the state. Section 1720.9 defines the term ready-mixed concrete and specifies that the rate of pay shall be the current prevailing wage "for the geographical area in which the factory or batching plant is located" as determined by the Department of Industrial Relations. The statute also requires a written agreement between the party hauling or delivering ready-mixed concrete and the party that engaged its services. The agreement must specify compliance with the Prevailing Wage Law. Finally, section 1720.0 requires that the hauling or delivery company provide certified payroll records under Labor Code section 1776(a) to the party that engaged its services and to the general contractor within five working days after the employee has been paid, accompanied by a written time record. The time record must be certified by each driver for the performance of job duties. The amendments do not apply to public works contracts that were advertised for bid or awarded prior to July 1, 2016. Registration with the Department of Industrial Relations Ready-mix haulers and companies that deliver ready-mixed concrete for public works projects are considered subcontractors under Labor Code section 1722.1 and must register with the Department of Industrial Relations as specified in Labor Code section 1725.5. A Contractors State License Board license is not required to register with DIR or to work on a public works project (contractors working in a trade that is subject to licensing by the CSLB will still be subject to CSLB licensing requirements). Suppliers and other trucking companies will need to provide a Public Utilities Commission license number,U.S. Department of Transportation license number, and any other state or federal license, if one is required for your business. If none of these apply, the supplier can register with DIR by selecting other in the license type menu and entering N/A for not applicable in the license number field. Prevailing Wage Requirements (except from Sacramento City Code 3.60.180) Every contract for any construction project, as defined in Section 1782 of the California Labor Code, to be performed within the state at the expense of the city, or paid out of city moneys, whether such work be done directly under contract award, or indirectly by or under subcontract, sub partnership, day labor, station work, piece work, or by any other arrangement whatsoever, must provide, in addition to other provisions required by law, that any person performing labor in the state in execution of such contracts, subcontract, sub partnership, day labor, station labor, piece work or any other arrangement shall be paid not less than the general prevailing rate of wages in private employment for similar work in the city; provided, however, that the foregoing provisions as to payment of the general prevailing rate of wages shall not apply to: (a) contracts for any construction project originally awarded or executed in an amount of twenty-five thousand dollars ($25,000.00) or less; (b) contracts for any alteration, demolition, repair, or maintenance work originally awarded or executed in an amount of fifteen thousand dollars ($15,000) or less; (c) materials for which no manufacturing plant exists in the city; or (d) standard materials or commodities carried in stock by dealers or manufacturers generally.

The general prevailing rate of wages shall be the general prevailing rate of wages for the area in which thecity is located as determined by the director of the Department of Industrial Relations pursuant to Labor Code Section 1773. Every contract for which the payment of the general prevailing rate of wages is required shall provide that the determination of the director of the Department of Industrial Relations in force at the time the notice to bidders is published with respect to the general prevailing rate of wages in private employment in the city for similar work shall be binding upon the parties any contract awarded as a result of such notice. For more details, please refer to the applicable statutes and regulations regarding the payment of prevailing wages and General Prevailing Wage Determination(s) including the footnotes. Such information is available on the Department of Industrial Relations' website at http://www.dir.ca.gov/. Frequently asked questions can be found on the following link at: http://www.dir.ca.gov/OPRL/FAQ_PrevailingWage.html. These new requirements will apply to all public works that are subject to the prevailing wage requirements of the Labor Code, without regard to funding source. Please refer to http://www.dir.ca.gov/for general requirements by DIR (Department of Industrial Relations in the State of California). For additional information about public works requirements, please visit the public works section at http://www.dir.ca.gov/Public-Works/PublicWorks.html.

Website California Wage Determinations The State Wage Determination can be found on-line by accessing the following web site: http://www.dir.ca.gov/OPRL/pwd/ For additional information you may contact: Division of Labor Statistics and Research (DLSR) (415) 703- 4774. The State Wage Determinations list the basic crafts, (operating engineers, carpenters, laborers, etc.) by location; most sub trades (electricians, plumbers, etc.) are by county (In the event of multiple funding sources, a comparison of the state and federal determination must be made, and the higher wage rate must be applied.) IssueDate:The State Wage Determinations are published twice a year; approximately February 22 and August 22, to reflect updated wage increases incurred. Please be cognizant that increase dates do vary. Single Asterisk * (Good for life of project) Example: Expiration Date of Determination: June 27, 2008* *Effective until superseded by new determination issued by the Director of Industrial Relations. Contact Division of Labor Statistics and Research (415) 703-4774 for new rates after 10 days from the expiration date if no subsequent determination is issued. Double Asterisks ** (Indicates expiration date & a wage or fringe benefit increase)Example: Expiration Date of Determination: June 30, 2009** ** The rate to be paid for work performed after this date has been determined. If work will extend past this expiration date, the new rate must be paid and should be incorporated in contracts entered into now. Contact Division of Labor Statistics and Research (415) 703-4774. On-Site Posting Required All contractors must post a copy of the applicable State Wage Determinations and Labor Compliance Contacts sheet provided at the preconstruction meeting.

Federal Wage DeterminationsWebSiteThe Federal Wage Determinations can be found on-line by accessing the following web site: http://www.wdol.gov. Applicable Federal Wage Determinations are included in your contract. The Davis-Bacon Act (DBA) requires the payment of prevailing wage rates (which are determined by the US Department of Labor) to all workers employed in the execution of the contract on federally funded construction projects. In the event of multiple funding sources, a comparison of the state and federal determination must be made, and the higher wage rate must be applied. https://www.dol.gov/compliance/guide/dbra.htm PublicationDateThere is no set date that the Federal Wage Determination is published; it is modified as needed. Good for the Life of the Project The applicable Federal Wage Determination is good for the life of the project. On-Site Posting RequiredAll contractors must post a copy of the applicable Federal Wage Determination and the WH-1321 “Employee Rights Under the Davis-Bacon Act” poster that is provided at the preconstruction meeting. https://www.dol.gov/compliance/guide/dbra.htm Sole Proprietors Are sole proprietor contractors required by law to pay prevailing wages and submit eCPRs for work done on public works projects? Sole proprietorship and general partnership companies without employees are required to pay themselves prevailing wages, in accordance with Labor Code section 1774 that states that all workers must be paid prevailing wages. If the worker is also the employer and sole proprietor for whom no payroll exists, the owner should submit eCPRs and must show that that the rate of pay is at or above the required prevailing wage. (The courts have ruled that sole owner companies cannot pay less than the prevailing wages. As such, any contract that is entered into that undercuts the labor component is unlawful.) What if the company hasn’t hired any workers yet, so the owner does all the work? What if the company has employees, but the owner/partner/corporate officer does some work as well? In the first situation, treat the business as if it were a sole proprietorship and do as explained in the following question. In the second situation, you must first determine if the work done by the owner/partner/officer falls into the category of prevailing wage work. If the work was prevailing wage work, then do as listed below assuming the worker is the owner. In the situations that the worker is the corporate officer who receive a fixed salary, you should annualize the salary to calculate the hourly rate. In the events that the hourly rate is less than the prevailing wage rate, the worker should receive the additional payment to meet the required amount. As a sole proprietor, how do I calculate my pay rate? You should divide your profit before labor costs (i.e., the amount of contract less fixed cost and variable costs) by the total number of hours you worked on the public works site. Please note that if your labor profit goes below the prevailing wage rate, you could be subject to public works penalties for failing to pay the correct prevailing wage rate. You need to attest under penalty of perjury that you are at or above the required prevailing wage rate for the craft/classification worked. Do I have to issue myself a paycheck? An individual who performs skilled or unskilled labor on a public works project is entitled to be paid the applicable prevailing wage rate for the time the work is performed, regardless of whether the individual holds a particular status such as partner, owner, owner-operator, independent contractor or sole proprietor, or holds a particular title with the employer such as president, vice-president, superintendent or foreman. In accordance with Labor Code 1774, the contractor to whom the contract is awarded, and any subcontractor under him, shall pay not less than the specified prevailing rates of wages to all workmen employed in the execution of the contract. What happens if I lose money on the job? The courts have held that sole proprietors cannot undercut labor costs in order to get a public works project. This would be out of compliance with public works laws and would give an unfair advantage to businesses that have no employees. What if I do not have employees or a FEIN number? You will need to use your social security number in order to report your hours in the DIR’s online eCPR system. Am I subject to payroll taxes? No, as a sole proprietor, you are not subject to payroll taxes, but you may be subject to income taxes. Do I have to employ apprentices? Generally speaking, yes. However, the exemptions to employ apprentices are listed below. Labor Code 1777.5 does not apply to general contractors whose contract is under $30,000. When the craft or trade is not apprenticeable.When the contractor holds a sole proprietor license and no workers were employed by the contractor. In other words, the contractor performed the entire work from start to finish and worked alone.

When the project is a federal project and the funding of the project does not contain any city,county, and/or state monies unless the project is administered by a state agency in which case the apprenticeship requirements apply. When the project is a private project not covered by the definition of public works as found in Labor Code section 1720.

Prevailing Wage Questions and Answers RegardingOff- Site Hauling Q. Will the new Driver (On/Off Hauling To/From Construction Site) rates replace the Teamster (construction site) rates and the superseded six county Driver determinations as the default rate for off the site hauling as of March 4, 2009? A. Yes. In the absence of trucking rates for other types of materials or for different types of trucks involving On/Off Hauling To/From the Construction site, the off-the-site rates apply. For covered work that was advertised for bid prior to March 4, 2009, the on-site rate will apply except for the six counties that had an off- site rate (Labor Code section 1773.6). The new On/Off Hauling rates are not applicable to projects advertised for bids prior to March 4, 2009. The date of notice or call for bids also referred to as the bid advertisement date is defined as the date the first notice inviting bids was published in a newspaper of general circulation or promulgated in a legally sufficient manner which results in a contract being awarded with or without competitive bidding (Title 8, California Code of Regulations section 16000). Q. Will the Driver (On/Off Hauling To/From Construction Site) rates apply to truck drivers operating trucks in addition to dump trucks and ready-mix trucks? A. Yes. The dump truck rates at their minimums will apply to other types of trucks performing off-the-site hauling (to or from a construction site) except for ready mix trucks which have their own prevailing wage determination. Q. Will the Driver (On/Off Hauling To/From Construction Site) rates apply to drivers when they perform hauling to or away from the job site while working for an on-site contractor? A. Yes. The off-site hauling rate(s) is the minimum rate of pay required for this type of work. In support of the off-site rate being paid, contractors are required to maintain documentation including the hours worked for each worker regarding the craft, classification or type of work being performed. Q. What rate (the on-site or the off-site) applies to drivers who pick up materials from a dedicated material supply source that was specified in the construction contract documents? A. This question will require the Director to determine coverage of the work and the appropriate rate to be paid based on specific facts and circumstances such as the actual location of the dedicated facility and other relevant information. At this time, it is not possible to answer this question in a general manner. Q. Will the Driver (On/Off Hauling To/From Construction Site) rate(s) apply to drivers who haul refuse from the construction site? A. Yes. The Driver (On/Off Hauling To/From Construction Site) rate(s) will apply to drivers who haul refuse away from the construction site. See Labor Code section 1720.3; PW Case 2006-017, Off-hauling of Contaminated and Clean Soil - Long Beach Unified School District, Avalon School, (6/26/07), (explaining that off-haul of contaminated soil to a land fill is covered public work under Labor Code section 1720.3); Public Works Case No. 2008-027, On-Haul and Off-Haul to and from the Friendly Senior Center-Abatement and Demolition Project-City of Morgan Hill (10/31/08). Q. What rate (on-site or off-site) applies to a driver who performs off-the-site hauling for: 1. Material supply company? 2. For-hire trucking company? 3. A construction company who also operates a legally separate and independent material supply company and does not interchange the drivers between the two companies? A. The answer to all the questions above is the off-site rate but only when the work itself is covered.

Q. What rate (the on-site or the off-site) applies when a driver who works for a construction company who uses the same driver to haul material on the site of construction and also perform work off the site that is covered by prevailing wages? A. The off-site rate will be the minimum rate of pay for workers employed by contractors and subcontractors when those workers are performing covered off-site work. The on-site activities by these workers would require the on-site rate. Q. Do the dump truck rates apply to all trucks delivering or picking up materials to and from a construction site irrespective of their size or tonnage, or the material being hauled or the type of truck? A. The answer is yes until rates for these other types of trucks or sizes or types of material differentials are published as prevailing. Note that mixer truck has its own prevailing wage rate. Q. What location determines the appropriate rate of pay (job site, material supply source, off-the-site delivery point, employer's off-the-site yard or shop, etc.)? A. The geographic location of the covered job site determines the county or area rate to be applied.Q. Does the geographic location of the job site prevail when the driver drives through different counties with different rates? A. Yes. The rate is determined by the location of the job site. Q. What Prevailing Wage Rate applies when the driver picks up material from a covered job site in one county and delivers it to another covered job site that has a different county rate? A. The employer should pay the off-site rate required by the job site where the public works construction contract requires the removal of the material (originating site) to be delivered to the second covered site. Q. Is an employee driving for an intrastate or interstate trucking company entitled to prevailing wages when performing covered work? A. Yes. Such drivers are subject to all the prevailing wage requirements including the overtime rates. The Prevailing Wage determinations set forth the overtime rates and requirements but only when the work itself is deemed to be covered. Wage and hour exemptions that may be otherwise applicable are not available for covered public works. Q. May an employer pay more than the indicated health & welfare, pension, vacation & holiday rates and other such employer payments? A. Yes, the employer may pay higher rates. The prevailing wage rates are minimums. The employer may pay lower benefit rates than indicated on the determination and transfer the difference to the basic hourly rate. In no case can the total compensation be less than the total hourly rate which includes the total of the basic hourly rate and the employer payments (Labor Code sections 1771 and 1774). There are two caveats: (1) The employer may not pay less than the specified published basic hourly rate (the wage rate). (2) The other employer payments must be legitimate meaning that they must be irrevocably paid to third person or trustee pursuant to a plan, fund or program for the benefit of the employee (Labor Code section 1773.1). http://www.dir.ca.gov/OPRL/FAQ_Hauling.html Apprentice Requirements for Public Work Projects California Labor Code Section 1777.5 requires all public works contractors and subcontractors to: 1. Submit contract award information (DAS140) 2. Employ registered apprentices (DAS142) 3. Make training fund contributions (CAC2) Submit contract award information (DAS140) If you are a contractor already approved to train apprentices (a member of a DAS recognized Apprenticeship Committee: “Contractors who are already approved to train apprentices must provide contract award information to the apprenticeship committee for each applicable apprenticeable craft or trade that has approved the contractor in the area of the site of the of the public works project.” The Contract Award Information must be in writing and submitted to the applicable committee(s) within 10 days of the date of the prime or subcontract but in no event later than the first day the contractor has workers employed on the public works project. You may use form DAS 140 for this purpose. This is simply a notification of award; it is not automatically a request for dispatch of a registered apprentice. All notice of awards must be in writing and sent by first class mail, fax or email. Proof of submission is required by the City of Sacramento (certified mail receipt, fax receipt or read receipt.) If you are not already approved to train by an Apprenticeship Committee: Contractors not already approved to train apprentices must submit Contract Award Information (DAS 140) to every apprenticeship program in the geographic area of the public works project, for each craft you intend to employ on the project. You can determine which apprenticeship programs are approved in specific geographic locations by clicking on the following link: http://www.dir.ca.gov/databases/das/pwaddrstart.asp The Contract Award Information must be in writing and submitted to the applicable committee(s) within 10 days of the date of the prime or subcontract but in no event later than the first day the contractor has workers employed on the public works project. This is simply a notification of award; it is not automatically a request for dispatch of a registered apprentice. Request and Employ registered apprentices (DAS142) Ratio: A contractor on a public works project must employ one (1) hour of apprentice work for every five (5) hours performed by a journeyman. Title 8 California Code of Regulations, Section 230.1. for each separate craft at the end of a project. Please check the DAS Important notices to determine if any exemptions exist for your craft or trade. http://www.dir.ca.gov/DAS/PublicWorksForms.htm Can I mix and match crafts to reach the minimum ratio? No. The minimum ratio requirement is per each individual craft and only includes straight time hours. Do overtime hours count toward the minimum ratio? No, only straight time hours count. Be careful not to confuse premium pay with overtime pay. What is the maximum number of apprentices I can use on a Public Works Project? It depends on which box you have checked on your DAS 140. If you checked box 1 or 2 and fall under the regulations set forth in a specific program’s standards, then you are allowed to use the maximum ratio set forth in those Standards. If you have checked box 3 and agreed to be governed by the regulations set forth by the California Apprenticeship Council, then the minimum and maximum ratio is the same: 1 apprentice hourfor every 5 journeyman hours totaled at the end of the project.

I am a contractor who is approved to train by an approved program and am covered by their Standards, or I am a contractor who has agreed to be covered by a program’s Standards for a single project. How do I know what the Standards allow for that program’s maximum apprentice ratios? You can ask the program for a copy of their Standards or a copy of the language in Article XV which covers ratios. Or you can call the DAS office nearest the location for that program and request the same. All contractors must request dispatch of an apprentice from an apprenticeship program (for each apprenticeable craft or trade) by giving the program actual notice of at least 72 hours (excluding Saturdays, Sundays and Holidays) before the date on which apprentices are required. A DAS 142 form is provided for this purpose. All requests for dispatch must be in writing and sent by first class mail, fax or email. Proof of submission is required by the City of Sacramento (certified mail receipt, fax receipt or read receipt.) Contractors who do not receive a sufficient number of apprentices from their initial request, must request dispatch apprentices from all other apprenticeship committees, if more than one exists in the area of the public works project. To determine which apprenticeship programs are approved for your craft or trade in a specific geographic location: 1. Contact the DAS District office whose assigned geographic areas of responsibility cover the county/ies in which the public works project is located. 2. Visit Apprenticeship Programs Information Guide - Public Works Search http://www.dir.ca.gov/Databases/das/pwaddrstart.asp Make Training Fund Contributions Contractors who are awarded public works jobs must make training fund contributions in the amount established in the prevailing wage rate publication for journeymen and apprentices. This nominal fee contributes to the assurance that new apprentices coming into the craft will be guaranteed the highest level of training and as skilled craftsmen retire, the trade will survive. Contractors who contribute to an apprenticeship program are entitled to a full credit in the amount of those contributions. Contractors who do not contribute to an apprenticeship program must submit their contributions to the California Apprenticeship Council, P. O. Box 511283, Los Angeles, California 90051-7838. Training fund contributions to the Council are due and payable on the 15th day of the month for work performed during the preceding month. The contribution should be paid by check and be accompanied be a completed CAC2 Form that contains the following information: 1. The name, address and telephone number of the contractor making the contribution. 2. The contractor’s license number. 3. The name and address of the public agency that awarded the contract. 4. The jobsite location, including the county where the work was performed. 5. The contract or project number. 6. The time period covered by the enclosed contributions. 7. The contribution rate and total hours worked by apprenticeable occupation. 8. The name of the program(s) that provide apprentices, if any. 9. The number of apprentice hours worked, by apprenticeable occupation and by program. Payment of Training Fund Contributions must be sent to the California Apprenticeship Council (address below) (CAC) if the contractor is not signatory to an apprenticeship committee. The CAC will then distribute the funds to the proper apprenticeship committees. However, the CAC IS NOT AN APPRENTICESHIP COMMITTEE and will not accept the DAS140 or DAS142 forms. California Apprenticeship Council (CAC) P.O. Box 511283 Los Angeles, CA 90051-7838 Questions: email [email protected] Subject to change for most recent documentation please click on the following link: http://www.dir.ca.gov/das/DASApprenticesOnPublicWorksSummaryOfRequirements.htm Exemption What are the instances in which a contractor on a public works project is considered exempt from the requirements of LC 1777.5? 1. Labor Code 1777.5does not apply to general contractors whose contract is under $30,000. 2. When the craft or trade is not apprenticeable. 3.When the contractor holds a sole proprietor license and no workers were employed by the contractor. In other words, the contractor performed the entire work from start to finish and worked alone. 4.When the project is a federal project and the funding of the project does not contain any city, county, and/or state monies unless the project is administered by a state agency in which case the apprenticeship requirements apply. 5.When the project is a private project not covered by the definition of public works as found in Labor Code section 1720. What if I am exempt from the requirements of California Labor Code Section 1777.5 as my situation falls under one of the exemptions listed above? Do I still have to provide a "Notice of Contract Award" (DAS 140 form) to the applicable program? You do not have to submit a "Notice of Contract Award". However, for purposes of letting the applicable program know of your exemption, you may, nevertheless, want to provide the form to the applicable program so they are aware of your exemption. If I have an Individual Contractor Exemption granted by the Chief of DAS per Labor Code § 1777.5 (j), or § 1777.5(k), do I still need to send a DAS 140 to the appropriate programs? Yes, you still need to submit a Notice of Contract Award Information (DAS 140) to the appropriate Program Committees. The Individual Contractor Exemptions and Program Committee exemptions pertain to the ratio of apprentices on a public works project and do not eliminate the DAS 140 requirement. I am a small subcontractor and my job will take less than 40 hours. Am I exempt from hiring apprentices? No, you must still submit a DAS 140 and 142. However, you may request apprentices in less than 8-hour increments. Important Notice: see changes in Code of Regulations section 230.1, regarding the employment of apprentices on Public Works. Definition of a Registered Apprentice An apprentice is someone who has signed an agreement with an employer, an approved apprenticeship program or program sponsor, and whose agreement is registered with the Division of Apprenticeship Standards (DAS). Only an approved apprenticeship program can provide a contractor with a registered apprentice on public works projects. Other Questions & Answers: Do programs that provide apprentices for public works projects provide workers compensation benefits for the apprentice they send out to jobs or is the responsibility of the contractor and/or subcontractor? This responsibility lies with the contractor and/or subcontractor. As a contractor who has been awarded a public works contract, and has my own employees, am I still required hiring registered apprentices? Yes. Important Notice: see changes in Code of Regulations sections 230.1, regarding the employment of apprentices on Public Works I am a non-union contractor. Am I required to hire an apprentice? Yes, you must request dispatch from all approved programs in the geographic area of the project. Can I employ my friend, family, or my own employee who is still beginning to learn a particular trade, as an apprentice? No. The law requires that you employ only apprentices who are registered with an approved program. However, if your friend or your employee is a registered apprentice and has been dispatched to you by an approved apprenticeship program, yes you can. What happens if I employed my friend who is not a registered apprentice and I paid him the journeyman rate? You may employ your friend and pay him journey wages, but this does not affect the apprenticeship requirements. What are the benefits and advantages to hiring a registered apprentice? The benefits of hiring an apprentice registered in a state approved program are: 1. Lower pay rate than the journeyman pay rate.2. Elimination of recruitment programs for workers who are already trained. 3. Creates a diversified and flexible workforce and larger pool of employees with specific skills.4. Increases productivity; employees in a structured training program are motivated to achieve.

Employment of Apprentices (additional information) Bidder is directed to the provisions in Sections 1777.5, 1777.6 and 1777.7 of the California Labor Code concerning the employment of apprentices by a Contractor and any subcontractor performing a public works Contract. Labor Code section 1777.5 requires the Contractor or subcontractor employing tradesmen in any apprentice-able occupation to apply to the joint apprenticeship committee in the area of the site of the public works project and which administers the apprenticeship program for a certificate of approval. Contractor or subcontractor shall not be required to submit individual applications for approval to local joint apprenticeship committees provided they are already covered by the local apprenticeship standards. The ratio of apprentices to journeymen and contributions to funds to administer apprenticeship programs shall be determined by Section 1777.5 and the responsibility for compliance with that section for all apprentice-able occupations shall be with the General Contractor. Labor Code section 1777.5 does not apply to Contracts of general contractors or to contracts of specialty contractors not bidding for work through a general or Prime Contractor, when the contracts of general contractors or those specialty contractors, involve less than Thirty Thousand Dollars ($30,000). This is the sum of the total contract amount not the individual contracts that are held between a prime contractor and their sub tiers. A contractor who willfully violates Labor Code section 1777.5 shall be denied the right to bid on or receive a public works contract for a period of up to one (1) year for the first violation, and for a period up to three (3) years for the second and subsequent violations, from the date the determination of noncompliance made by the Administrator of Apprenticeship becomes an order of the California Apprenticeship Council. Contractor shall also be subject to the payment of the civil penalty as provided in Labor Code section 1777.7. Interpretation and enforcement of said Sections 1777.5 and 1777.7 shall be in accordance with the rules and procedures of the California Apprenticeship Council. This information is provided as a guide. If there are any discrepancies between the language in this handbook and the specifications in the bid package for this project, the bid package shall prevail. For the most up to date and current apprenticeship information refer to the DIR website.

All Current and Apprenticeable Trades/Crafts Within Sacramento County This list is subject to change. Asbestos Worker, Heat and Frost Insulator Parking and Highway Improvement (Striper) Boilermaker-Blacksmith Painter Bricklayer,Stonemason Plasterer Carpenter – All Related Trades PlasterTender Carpet, Linoleum and Resilient Floor Layer Roofer Cement Mason Landscape/Irrigation Fitter Drywall Installer/Lather (Carpenter) Sprinkler Fitter (Fire Protection/Fire Control Drywall Finisher (Painter) Pile Driver Operating Engineer Electrician, Inside Wireman Pile Driver (Carpenter) Electrical Utility Lineman Parking and Highway Improvements Painter Elevator Constructor Plumber/Steamfitter Field Surveyor Chainman/Rodman Pipefitter Chief of Party Underground/UtilityPipefitter Glazer Metal Roofing System Installer Electrician (Comm & System Installer) Sheet Metal Worker Electrician (Comm & System Tech, Cable Splicer) Stator Re-winder Iron Worker Terrazzo Finisher Laborer Terrazzo Worker Marble Finisher/ Marble Mason/ Marble Setter Tile Setter Millwright Tile Finisher Operating Engineer Steel Erector & Fabricator Operating Engineer (Dredger) Tunnel/Underground (Operating Engineer) Building Construction Inspector Tunnel Worker (Laborer) Operating Engineer (Landscape Construction) Parking & Highway Improvement (Striper-Laborer) Pointer, Caulker and Cleaner Brick tender Acoustical Installer (Carpenter) Scaffolding and Shoring Erector (Carpenter) Hardwood Floor Layer (Carpenter Shingler (Carpenter) Insulation Installer (Carpenter) Communications & System Installer Field Surveyor Instrument manTaper Roofer Metal Deck and Siding If using any of the listed crafts, you will be required to request an apprentice and pay into the apprentice-able craft training program that is applicable. The website to see the latest list of apprenticeable trades is: http://www.dir.ca.gov/oprl/pwappwage/ PWAppWageStart.asp

PRE-CONSTRUCTION DOCUMENTS
NOTICE TO PROCEED Project # PROJECT NUMBER PROJECT NAME DATE PRIME NAME PRIME ADDRESS PRIME CITY, STATE, ZIP Notice is hereby given you are authorized to commence work on the above referenced project on DATE. You are legally required to begin work within fifteen (15) working days of this date. The entire work on the project must be completed within SPELLED OUT NUMBER OF DAYS (NUMERICAL NUMBER OF DAYS) working days from the date of this notice. Forty-eight hours prior to starting work, please notify the Project Manager, PM NAME at (916) 808-EXT or PM [email protected]. Please address all correspondence to: City of Sacramento DEPARTMENT NAME DEPARTMENTADDRESS DEPARTMENT CITY, STATE ZIP Attn: PM NAME Please reference City Project # PROJECT NUMBER in all billing correspondence. We look forward to a mutually successful project. The City of Sacramento is committed to the "Partnering Concept" of open communication and cooperative construction. In that spirit, please do not hesitate to contact me at (916) 808-CONTRACT & COMP EXT or CONTRACT & COMP [email protected] if I can be of any assistance. Respectfully, CONTRACT & COMP NAME Cc: CONTRACT & COMP NAME, ACCOUNTING NAME, PM NAME

Labor Compliance Requirements DATE:PROJECT: PROJECT #: Labor Compliance Officer: Project Manager: Consultant/Contractor: In accordance to City of Sacramento Ordinance Section 360.180 the following is to comply with the City of Sacramento prevailing wage provision and contract provisions. The award of a public works contract requires that all workers employed on the project be paid not less than the specified general prevailing wage rates by the contractor and its subcontractors. Owner Operators are not exempt from this requirement (LC § 1777.5). Current Prevailing Wage Rates can be accessed at http://www.dir.ca.govh/dlsr/pwd. NOTE: The first bid advertisement date of the project determines the applicable wage for this project. Please check your bid advertisement date to make sure you are using the correct determination. Superseded prevailing wage determinations can be obtained at http://www.dir.ca.gov/oprl/main.htm. Prevailing wage rates and rate changes are to be posted at the job site for workers to view. If Federal Funded: Davis/Bacon prevailing wage rates apply, unless State prevailing wage rates are required. Prevailing Wage Requirements o All workers employed in the execution of a public works project, including sole proprietors, partners, and corporate officers, must be paid not less than the specified prevailing wage rates for the type of work performed. Reference: Labor Code 1774 o Overtime must be paid for all hours over 8 in a calendar day and 40 hours in a week. Violations may subject the contractor to a state penalty of $25 per day per worker. Please reference the general prevailing wage determination that that is applicable for further guidance. References: Labor Code 18101815 o Saturday/Sunday premium rates are applicable as indicated on prevailing wage determinations. o When required shift differential rates must be paid for classifications which include a shift determination. State Prevailing Wage Determinations o Single asterisk indicates that this wage determination can be used for the life of the contract. ** Double asterisk indicates that this wage determination includes predetermined increases. o Subsistence/Zone pay must be shown on the fringe benefit statement if not shown on certified payroll.

The contractor must make applicable travel and subsistence payments in accordance with information on file with the Department of Industrial Relations (DIR) for classifications utilized. Call the Prevailing Wage Unit at (415) 703-4774 or available at: (415) 703-4774 or available at: http://www.dir.ca.gov/dlsr/PWD/index.htm Reference: Labor Code 1773.1 o Contractors violating prevailing wage requirements are subject to a penalty of up to $200 per day per worker, paid in addition to any wage underpayments. Liquidated damages in the amount of the wage underpayments may also apply. References: Labor Code 1775 and 1742.1 Apprenticeso All requirements of the State Labor Code, Section 1777.5 apply including the following: Submit Division of Industrial Relations form DAS-140, Public Works Contract Award Information, to the applicable apprenticeship committee prior to start of work. This form with proof of service is to be uploaded into LCPtracker. The form may be downloaded at: http://www.dir.ca.gov/DAS/PublicWorksForms.htm Submit Division of Industrial Relations form DAS-142-Request for Dispatch of Apprentices (Prime and Sub-Contractors.) This form with proof of service is to be uploaded into LCPtracker. If applicable Submit Division of Industrial Relations form DAS 7- Agreement to Train Apprentices signed and accepted by the Division of Apprenticeship Standards. (This form applies if the contractor or sub contractor has checked box 1 on the DAS 140.) Training funds MUST be sent to a state-approved apprenticeship program or the California Apprenticeship Council and identified on the fringe benefit statement. If you are submitting the Training Funds to the California Apprenticeship Council this must be done electronically. The form can be found at the following link: https://www.dir.ca.gov/das/tf/cac2.asp.CAC-2 Form and are due monthly by the 15th. Training Fund Contribution Letter -are due monthly by Prime and Sub- Contractors. (If you are a Union Contractor submit the CAC-2 form stating funds are paid to specific trust fund and letter verifying those funds have been paid please upload both forms in LCPtracker.net) Apprentices must be paid the prevailing wage rate applicable to the classification and step in which they are registered and employed. o Proof of registration in a state-approved apprenticeship program is required and must be submitted with the first payroll on which apprentices appear. References: Labor Code 1777.5; Contract Provision o Complaints or violations regarding apprentice ratios will be referred to DAS. Reference: CCR 16434 Certified Payroll Records o Certified Payroll Reports (CPR) are to be Input into LCPTracker.net. All Contractors and subcontractors, on all public works projects, are required to submit certified payroll records (CPRs) to the Labor Commissioners through the eCPR system. Due within ten (10) days of pay period end date. CPR’s shall contain the same information for compliance with LC § 1776. Classification and group numbers are required on all payrolls. When work classification is not shown the City will determine the wage rate based on duties performed. Due minimum of bi-weekly with a Statement of Compliance for each pay period. (Located on LCPTracker.net under edocs) Reminder: wage increase for Master Agreements usually occurs on 06/15 and 06/29 or 06/30. oNegative Payroll Report Due within ten (10) days of pay period end dateif there is five (5) or more consecutive non-work days within any single pay period. o Fringe Benefit Statement: Form 420 (Located on LCPtracker.net under edocs) Paid in cash or contributions to plans/programs are due with first certified payroll report and anytime the fringe benefits change. Please breakdown all fringes paid to employee and to what program they are being paid to. Documentation that the amount stated on the fringe benefit statement is being paid on the employees behalf may be requested for validation. If fringes are paid in cash please list a breakdown of those cash amounts. o Other Deductions –Need to be detailed on the CPR and must be expressly authorized in writing by the employee or collective bargaining agreement. These need to be reference on the submitted CPR’s and documentation uploaded into LCPtracker. There is a form available for download under the e-Documents tab. Listing of Subcontractors Contractors and subcontractors are required to list all suppliers and tier subcontractors hired to perform work on a public works project (in accordance to contract standard specification). o The Subletting and Subcontracting Fair Practices Act requires prime contractors to list, at bid time, all subcontractors who will perform work in excess of one-half of one percent of the total bid amount or $10,000, whichever is greater. For building projects, subcontractors who will perform work in excess of one-half of one percent must be listed. The prime must use those subs as listed at bid time unless a written substitution is requested and approved in writing by the Contracts Specialist and Project Manager before substitution. References: Public Contract Code 41004114; Standard Specifications 5, Control of Work o Subcontracting Request, Prime Contractor update the Form 300 (List of Subcontractors & Suppliers) before they begin work at the jobsite and anytime there is an approved substitution. The prime must perform 30 percent of the work with their own forces. o The prime contractor is responsible for work performed and compliance met by subcontractors and owner- operators. o Failure to comply with the requirements of the Subletting and Subcontracting Fair Practices Act may result in a penalty of 0-10 percent of the subcontract involved and a referral to the Contractors State License Board. Reference: Public Contract Code 41104111 List of Subcontractors & Suppliers: Form 300 (Located on LCPtracker.net under edocs) Per Government Section 4100 et seq; prohibition against unfair competition Business & Professions Code Section 17200-17208, you must list suppliers and the amount of their product (s). Form is due within ten (10) days of pre-construction meeting. Pay Requests/Invoices The Labor Compliance Officer shall notify the contractor and the Project Manager of noncompliance and labor issues prior to pay requests approval. Advance notice of submission to the Compliance Officer is required. You must submit a current schedule of values with each pay request and you must have all labor compliance requirements met before submitting a pay request. Failure to meet the labor compliance requirements will result in your pay request being denied and returned to you for full compliance. Pay request must be submitted to the inspector for his/her review first. The inspector will then forward the request to the Project Manager and the Labor Compliance Officer for their review.

Pursuant to Labor Code Section 1776, the City of Sacramento will imposepenalties of $100 per day per worker for each day the documentation that is requested is considered late (beyond the 10 days from when notice is given), even if the information you eventually submit is found to be correct. This information is to be uploaded into LCPtracker.net. If you have been asked to make any corrections to the documents submitted, we ask that you make the requested corrections and reupload the corrected document into LCPtracker as soon as possible. As progress payments may be delayed while these items are outstanding, it would be in your best interest to see that these documents are provided as soon as possible. Completion of Project Contractor Notification of Completion: Form 264 must be submitted into LCP Tracker, due upon completion of all punch list items established during final job walk. All of these forms discussed in this document are located on LCPtracker.net under the eDocuments tab. In accordance with city policy and contract documents, the undersigned contractor herein certifies that it will comply with the foregoing prevailing wage requirements; and fully understands that failure to comply with these requirements will subject it to the penalties cited herein. Contractor Signature Title Date Start-Up Documents Due Prior to Start of Construction: 1. Certification Statement of Contractor: If there is any contractor working as an “Independent Contractor”, “Owner- Operator”, “Sole Proprietor” or “Leased Worker” the certification form must be filled out. a. The original is to be submitted prior to, or concurrent with, the first payroll in which the Independent Contractor, Owner-Operator, Sole Proprietor or Leased Worker commences work. 2.Authorization Letter for Signing Certified Payroll a. To be signed by company officer or ownerand uploaded into LCPtracker prior to the first Certified Payroll Report. b. This document lets the Labor Compliance Department know whom is authorized to sign certify payroll reports and other documents on behalf of the Contractor. 3. FORM 300 List of all Subcontractors and Suppliers: a. To be filled out and uploaded within 10 days of the preconstruction meeting and prior to the first Certified Payroll Report. b. This document lets the Labor Compliance Department know who will be working on this project. This is checked against initial form that was submitted with bid documents. If there are any changes during the life of the construction projected this form is to be updated and the Labor Compliance Officer is to be made aware of changes. c. This form is to be filled out by all Subcontractors and their lower level subs and uploaded into LCPtracker. 4.Checklist of Labor Law Requirements:a. To be filled out and signed by the contractor and all sub tier contractors prior to start of their work on the construction project. Please check all boxes that apply. 5. Fringe Benefit Statement:a. Asterisk or note any form of benefits that are included in the payroll reports should be listed out as an “hourly” rate of pay for each trade used. b. If fringe payments are made directly to the employee in lieu of fringes, please note “paid in cash” under the applicable fringe payment and breakdown the hourly rate that is paid to the employee in cash. c. Must be re-submitted when wage rates are updated, with effective dates and/or any changes in fringes are made.

6. DAS-140-Public Works Contract Award Information Form: a. Contract award information must be sent to your Apprenticeship Committee if you are approved to train apprentices. If you are NOT approved to train apprentices, you must send the information to ALL applicable Apprenticeship Committees in your craft or trade in the area of the Public Works Project. b. After you have completed the DAS-140 Form mail the original(s) to the appropriate Joint Apprentice Training Committee(s) within (10) days of the date of the execution of the prime contractor’s subcontract, but in no even later than the first day in which the contractor has workers employed upon the public work (CA Labor Code 1777.5 (e)). c. Upload a copy of the form or all forms submitted with proof of deliver to the LCPtracker.net program under the e-Documents Tab. The form of proof can be certified mail or fax confirmation. d.All Applicable Joint Apprentice Training Committee (s) may be foundat: http://www.dir.ca.gov/Databases/das/pwaddrstart.asp/e. Templates available for download can be found at: http://www.dir.ca.gov/DAS/PublicWorksForms.htm or on LCPtracker.net under the e-Documents tab. 7. DAS-7- Agreement to Train Apprentices Form: a. IF Applicable: (Checked box 1 on the DAS 140) i. Submit your DAS-7 or equivalent certification and upload into LCPtracker.net under the e-Documents tabs and inform the labor compliance person monitoring your project. This form can be submitted with your DAS-140 form. 8. DAS-142 Request for Dispatch of an Apprentice Form:a. Send to the Joint Apprentice Training Committees (JATC) in your craft or trade in the geographic area of the Public Works Project to request the dispatch of an apprentice before starting work at the site and as needed throughout the project. b. Employment of Apprentices on Public Works project- (a) Contractor(s) shall employ registered apprentice(s), as defined by Chapter 4 (commencing with Section 3070) of Division 3, during the performance of a Public Work Project in accordance with the required (1) hour of work performed by an apprentice for every (5) hours of labor performed by a journeyman, unless covered by one of the exemptions enumerated in the Labor Code Section 1777.5 or this subchapter. c. Provide a copy of your apprenticeship program’s standards if they operate under a different ration then the California Labor Codes & Regulations. d. Template available for download can be found at: http://www.dir.ca.gov/DAS/PublicWorksForms.htm Forms Required Prior to Construction
ClassificationWorksheetA separate form must be filled out for each contractor/subcontractor performing on the project.Project NameProject NumberContractor NameContact NameContact PhoneContact EmailCSLB/Certificate # Classification(s) being Utilized(check all that apply)Asbestos Carpet/LinoleumElectricians LaborersPile Drivers Sheet MetalBoilermaker Cement MasonElevator Mechanic MillwrightsPipe Trades Sound/CommunicationBricklayers DrywallFinisherGlaziers Operating EngineerPlasterer SurveyorCarpenter Drywall/LatherIron Workers PaintersRoofers TeamsterTile Workers Other(specify)

Letter of Authorization PLACE ON COMPANY LETTERHEAD Date: To whom it may concern: I, the undersigned, hereby authorize .................... to sign on our behalf in all mannersrelating to certified payroll, including signing of all certified payroll related documents. Any and all acts carried out by .................... on our behalf shall have the same effect as acts of our own. This affirm that the signatories identified above have the authority under penalty ofperjury to affirm that required forms and certified payroll records are originals or are full, true and correct copies of the original and correctly depict the Trades, Crafts and Classifications of work performed; hours and days worked; and the amounts by category listed, disbursed by way of cash, check, or in whatever form or manner to each person by job classification and/or skill pursuant to public works contract. This authorization is valid until further written notice from (COMPANY NAME). Sincerely, (Company counsel or company officer's signature) (Name Address and Title) City of SacramentoPW-300 Form
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Instructions:The Prime Contractor and all Subcontractors are required to submit the PW-300 via LCPTracker.net. If there are no subs or suppliers, state on the PW-300and upload. If you are a Subcontractor with no additional lower tier subs place the Prime Contractors information in the Prime Contractor box and list yourself as the Subcontractor. Fill out the information that is known. If you are a Subcontractor with lower tier subs, please put your company name under the Prime Contractor field and all subs under the Subcontractors List field. Please refer to Public Contract Code 4107 regarding changes to subcontractor listing. If there are any changes made to this list during the duration of the project which might include an additional subcontractor/supplier or eliminating a subcontractor/supplier, then a revision to the PW-300 Form is required. DIR REGISTRATION # MANDATORY PRIME CONTRACTORDate Project # Name Project Name Address: Contract # City,State,ZipTotalContractAmountContact Name/Phone # Estimated Start Date Email Estimated CompletionDate DIR Registration # Federal Tax ID # ContractorLic.# StateTaxID# SUBCONTRACTORS LIST SUBCONTRACTOR Name Contact Name/Phone # Address: Email City, State, Zip Description of services Contractor Lic. # Estimated Start Date: DIR Registration # Estimated CompletionDate Contract $ Value LBE/EBE/DBE SUBCONTRACTOR Name ContactName/Phone# Address: Email City,State,Zip Descriptionofservices Contractor Lic. # Estimated Start Date: DIR Registration # Estimated CompletionDate Contract $ Value LBE/EBE/DBE SUBCONTRACTORName ContactName/Phone# Address: Email City,State,Zip Descriptionofservices Contractor Lic. # Estimated Start Date: DIR Registration # Estimated CompletionDate Contract $ Value LBE/EBE/DBE Add additional pages if necessary.

City of SacramentoPW-300 Form
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SUBCONTRACTORS LIST SUBCONTRACTORName ContactName/Phone# Address: Email City, State, Zip Description of services ContractorLic.# EstimatedStartDate: DIRRegistration# EstimatedCompletionDate Contract $ Value LBE/EBE/DBE SUBCONTRACTOR Name Contact Name/Phone # Address: Email City,State,Zip Descriptionofservices ContractorLic.# EstimatedStartDate: DIRRegistration# EstimatedCompletionDate Contract $ Value LBE/EBE/DBE SUBCONTRACTOR Name Contact Name/Phone # Address: Email City,State,Zip Descriptionofservices ContractorLic.# EstimatedStartDate: DIRRegistration# EstimatedCompletionDate Contract $ Value LBE/EBE/DBE SUBCONTRACTOR Name Contact Name/Phone # Address: Email City,State,Zip Descriptionofservices ContractorLic.# EstimatedStartDate: DIRRegistration# EstimatedCompletionDate Contract$Value LBE/EBE/DBE SUBCONTRACTORName Contact Name/Phone # Address: Email City,State,Zip Descriptionofservices ContractorLic.# EstimatedStartDate: DIRRegistration# EstimatedCompletionDate Contract $ Value LBE/EBE/DBE SUBCONTRACTOR Name Contact Name/Phone # Address: Email City,State,Zip Descriptionofservices ContractorLic.# EstimatedStartDate: DIRRegistration# EstimatedCompletionDate Contract $ Value LBE/EBE/DBE City of SacramentoPW-300 Form
Revised 03/22/2015 3 of 3

Add additional pages if necessary. SUPPLIERS LIST Name Contact Address: Phone City, State, Zip Email Description of materials $ Amount SUPPLIER Name Contact Address: Phone City,State,ZipEmailDescription of materials $ Amount SUPPLIER Name Contact Address: Phone City, State, Zip Email Description of materials $ Amount SUPPLIER Name Contact Address: Phone City, State, Zip Email Description of materials $ Amount SUPPLIER Name Contact Address: Phone City, State, Zip Email Description of materials $ Amount SUPPLIER Name Contact Address: Phone City, State, Zip Email Description of materials $ Amount Add additional pages if necessary.I have completed the documentation accurately Signature: and to the best of my knowledge. Date:

Checklist of Labor Law Requirements Ultimately the prime contractor is liable for their sub and specialty contractors. This checklist is a usefultool for the prime contractor to ensure that heir sub and specialtycontractors know theirresponsibilities on public works projects. Contractors who understand and comply with the laware more likely to deliver the job on time, on budget and done right the first time. We suggest thePrime contractor encourage completion of this checklist by their sub and specialty contractors.NAME(print) Date Company PhoneAddress FaxCity StateZipCodeProjectManager Superintendent/Foreman CertifiedPayroll Phone/Ext.Contractor License NO. Exp.DateSpecialty License NO. Self-insured Certificate NO. Workers Comp policy NO.ProjectNAMEProject #/Bid Package#AwardingBodyAdvertisementDateIf Subcontracting, List your prime/general Contractor Contract Award AmountThe Federal AND State Labor LAW requirements Applicable to the Contract Are Composed OF, But Not Limited to, the Following:Payment of PrevailingWage RatesThe contractor to whom the contract is awarded, and its subcontractors hired for the public works project are required to pay not less than the specified general prevailing wage rates to all workers employed in the execution of the contract. LaborCode Section1770etseq.The contractor is responsible for ascertaining and complying with all current general prevailing wage rates for crafts and any rate changes that occur during the life of the contract. Information on all prevailing wage rates and all rate changes are to be posted at the job site for all workers to view. Additionally, current wage rate information can be found at the DLSR web site, www.dir.ca.gov/dlsr/statistics_research.html.ApprenticesIt is the duty of the contractor and subcontractors to employ registered apprentices on the public works project and to comply with all aspects ofLabor Code Section 1777.5, relating to Apprentices on public Works. (1) Notify approved apprenticeship programs of contract award; (2) employ apprentices; (3) pay training fund contributions.PenaltiesThere are penalties required for contractor’s/subcontractor’s failure to pay prevailing wages and for failure to employ apprentices, including forfeitures and debarment underLabor Code Sections 1775; 1776; 1777.1; 1777.7and1813.CertifiedPayrollReportsunderLabor Code Section 1776, contractors and subcontractors are required to keep accurate payroll records showing the name, address, social security number and work classification of each employee and owner performing work; also the straight time and overtime hours worked each day for each week, the fringe benefits, and, the actual per diem wage paid to each owner, journey person, apprentice worker or other employee hired in connection with the public works project.This requirement includes and applies to all subcontractors performing work on Awarding Body projects even if their portion of the work is less than one half of one percent (0.05%) of the total amount of the contract.The certified payroll records shall contain the same data fields listed on thePublic Works Payroll Reporting Form (A-1-131)and contain or is accompanied by a declaration made under penalty of perjury.(California Code of Regulations, Section 16401).Prime Contractors are responsible for submittal of their payrolls and those of their respective subcontractors as one package. Any payroll not submitted in the proper form will be rejected. In the event that there has been no work performed during a (CCRTitle8,Section16421)
ChecklistofLaborLawRequirements, continuedGiven week, the certified payroll report shall be annotated: “No work” for that week or a Non-performance Statement must be submitted.Employee payroll records shall be certified and shall be made available for inspection at all reasonable hours at the principal office of the contractor/subcontractor, or shall be furnished to any employee, or his/her authorized representative on request, pursuant toLabor Code Section 1776.UnderLabor Code Section 1776(g)there are penalties required for contractor’s/subcontractor’s failure to maintain and submit copies of certified payroll records on request.Nondiscrimination in EmploymentThere exist prohibitions against employment discrimination underLabor Code Sections 1735 and 1777.6,The Government Code,thePublic Contracts Code,andTitle VII of the Civil Rights Act of 1964.KickbacksProhibitedContractors and subcontractors are prohibited from recapturing wages illegally by accepting orextracting “kickbacks” fromemployee wages underLaborCodeSection1778.Acceptance of Fees ProhibitedThere exists a prohibition against contractor/subcontractor acceptance of fees for registering any person for public work underLabor Code Section1779; or for filling work orders on public works contracts pursuant toLabor Code Section 1780.Listing of SubcontractorsAll prime contractors are required to list properly all subcontractors hired to perform work on the public works projects covering more than one-half of one percent, pursuant toGovernmentCode Section4104.ProperLicensingContractors are required to be licensed properly and to require that all subcontractors be properly licensed. Penalties are required for employing workers while unlicensed underLabor Code Section 1021and under the California Contractor License Law found atBusiness and Professions Code Section 7000 et seq.Unfair Competition ProhibitedContractors and sub-contractors are prohibited from engaging in unfair competition as specified underBusiness and Professions Code Sections 17200 to17208.Workers Compensation InsuranceLabor Code Section 1861requires that contractors and subcontractors be insured properly for Workers Compensation.OSHAContractors and subcontractors are required to abide by the Occupational, Safety and Health laws and regulations that apply to the particular construction project.Proof of Eligibility/CitizenshipThefederal prohibitionagainst hiringundocumented workers, and therequirement tosecureproofofeligibility/citizenship fromall workers,is required.Itemized Wage StatementLabor Code Section 226requires that employees be provided with itemized wage statements.CertificationI acknowledge that I have been informed and am aware of the foregoing requirements and that I am authorized to make thiscertification on behalf of (CompanyName)I fully understand that failure to comply with any of the above requirements may subject me, or my company, to penalties as provided above.Contractor (Signature) (Date)Awarding Agency /Labor Compliance program (Signature) (Date)