2023-01-24; City Council; 13; Update on the City’s Efforts to Improve Traffic Safety, Ratify Contract for Bike Lane Improvements and Consider Extending the Emergency Proclamation — Carlsbad City Council, January 24, 2023 (part 1 of 2)

CA Review CKM
Meeting Date: Jan. 24, 2023
To: Mayor and City Council
From: Scott Chadwick, City Manager
Staff Contact: Geoff Patnoe, Assistant City Manager
[email protected], 442-339-2820
Subject: Update on the City’s Efforts to Improve Traffic Safety, Ratify Contract for Bike Lane Improvements and Consider Extending the Emergency Proclamation
Districts: All
Reco
mmended Actions

1. Receive a report on actions taken to date relating to a local traffic safety emergency proclaimed Aug. 23, 2022, including the city’s use of data to measure results and the launch of a new public education program.

2. Receive a report on options available to fund additional traffic safety efforts recommended by the Traffic & Mobility and Planning commissions.

3. Adopt a resolution ratifying the approval of project plans and specifications, acceptance of the bid and awarding a contract to Superior Pavement Markings, Inc. for the Green Paint Bike Lane Enhancement Project in the amount of $372,343.

4. Adopt a resolution extending the Proclamation of Bicycle, E-Bicycle and Motorized Mobility Device Safety Local Emergency until March 25, 2023, at 5 p.m., unless extended or terminated earlier by the City Council.

Executive Summary
The City of Carlsbad proclaimed a local emergency on traffic safety Aug. 23, 2022, to address a more than 200% increase in collisions involving bikes and e-bikes since 2019. Following the emergency proclamation, city staff immediately launched new public education, engineering and enforcement initiatives as well as created a longer-term plan to address traffic safety.

This report covers four topics related to the city’s emergency response:

1. An update on the city’s education, engineering and enforcement actions in response to the local emergency and the results so far.

2. An overview of options to fund additional traffic safety efforts identified in the Safer Streets Together Plan.

3. A request to ratify a contract for bike lane improvements.

4. A request to consider extending the emergency, which must be done at least every 60 days unless the City Council wishes to end the emergency.

Jan. 24, 2023
Item #13 Page 1 of 47

Explanation & Analysis
Proclamation of emergency
On Aug. 23, 2022, the City of Carlsbad proclaimed a local emergency based on a more than 200% increase in bike and e-bike collisions since 2019. Under an emergency proclamation, a city can more easily redeploy staff and resources and expedite certain processes that allow projects to be completed more quickly.

The city’s efforts address the three Es of traffic safety: education, engineering and enforcement:

Actions to date
City staff have initiated a wide variety of programs, projects and initiatives, some that could be completed immediately and others that are longer term in nature. All are described in the Safer Streets Together Plan, which was presented to the City Council on Sept. 27, 2022. (Exhibit 4) At that meeting, the City Council directed staff to continue the actions started immediately following the emergency proclamation, such as enhanced signage, bike lane improvements and more enforcement, and implement 14 new actions from the plan.

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Item #13 Page 2 of 47
1111 EDUCATION
~~ Raise awareness of traffic safety rules and create a strong social norm .I ... & around traffic safety behaviors.
~

ENGINEERING
Design roads and other infrastructure to support the safe movement of people through all modes of travel.

ENFORCEMENT
* Hold all users accountable for following the rules of the road and engaging in safe behaviors .

Immediate actions

Jan. 24, 2023
Item #13 Page 3 of 47

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Current actions
City staff are working on the following new actions approved by the City Council on Sept. 27, 2022.

Vision Zero resolution
Vision Zero is a strategy to eliminate traffic fatalities and severe injuries, while increasing safe, healthy and equitable mobility for all. Vision Zero recognizes that the goal of zero roadway fatalities and severe injuries among all road users is bold and daunting, yet setting that goal publicly is important to making real change.

Although the City of Carlsbad is already following many of the policies recommended in the Vision Zero strategy, the City Council directed staff to bring back a resolution elevating the importance of these policies and provide a framework for the actions already underway and any additional actions the City Council chooses to add from this plan.

Staff are researching options and will bring a draft resolution to the City Council in March.

Community commitment campaign
To help promote a strong social norm around traffic safety behaviors, the City Council approved a commitment campaign, which is launching this month. The campaign uses an online pledge form, yard signs, window clings, social media and other tools for the community to publicly commit to safe roadway behaviors and to share their commitment with others.

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Item #13 Page 4 of 47
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School collaboration
City staff are collaborating with all districts and schools serving Carlsbad, including preschools, to increase awareness of traffic safety. To date, police officers attended back to school nights at all high schools and middle schools, an e-bike safety workshop was held for parents, safety articles have been shared in school and district newsletters, safety banners have been posted at school sites, and safety assemblies are being planned at local middle schools.

Business, non-profit partnership program
The city is working with local businesses to help share safety messages. On Dec. 26, 2022, the city teamed up with Pedego Carlsbad, a local e-bike shop, to host a media event promoting awareness safety rules for everyone who received a new bike or e-bike over the holidays. This effort resulted in 50 news stories, including coverage on every local TV news station. The city is also working with businesses to make tip cards and window clings available to patrons and encouraging businesses to share city content on their social media channels.

Mobility organization partnership program
City staff have entered into an agreement with the San Diego County Bicycle Coalition to provide safety classes in Carlsbad, participate in local school assemblies, plan a bike rodeo and assist with public service announcement videos and other efforts to help increase awareness of traffic safety.

The city has also engaged Circulate San Diego to provide pedestrian safety classes at schools in Carlsbad, assist with public service announcement videos and raise awareness of the importance of traffic safety.

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Video public service announcements
The city has produced 12 new public service announcement videos to share on social media, the city’s website and the city’s cable channel. Topics have included pedestrian safety tips, bike safety tips, e-bike rules and street design basics.

Upgraded high-pedestrian signal locations
The city has reduced vehicle-pedestrian conflicts by allowing pedestrians to begin crossing while vehicles still face a red signal. Countdown pedestrian indications clarify pedestrian crossing times and reduce confusion and ambiguity. Thirty-three locations have been upgraded and staff will continue to evaluate if additional locations are candidates for the lead pedestrian phasing timing plans.

School e-bike certification/permit program
The Police Department has reached out to all four school districts serving Carlsbad to explore options for ensuring students riding bicycles (to include e-bikes) to school are equipped with the skills and knowledge to ride safely on our streets. All four districts have expressed interest in working with the Police Department on a bike registration program, which would involve students being offered a safety training course administered by Carlsbad Police Officers certified in Smart Cycling as well as San Diego County Bicycle Coalition personnel. Police Department staff are working through the details of the programs with each district with the goal of being ready to launch in time for back to school in fall 2023.

Expanded street resurfacing and restriping
The city accelerated slurry seal and restriping of major east/west arterial corridors to balance the needs of the users of the streets. The project will seal the roadways to improve pavement condition as part of our pavement management program and improve conditions for all the users on the road. The first phase of this strategy includes:
• Olivenhain Road – from Encinitas city limits to Rancho Santa Fe Road intersection • La Costa Avenue – from western city border near I-5 to Fairway Lane • Poinsettia Lane – from Carlsbad Boulevard to Melrose Drive • Cannon Road – from Avenida Encinas to Faraday Avenue
• Tamarack Avenue – from Carlsbad Boulevard to Carlsbad Village Drive • Carlsbad Village Drive – from Interstate 5 to College Boulevard The approval of the plans and specifications and authorization to advertise the first phase of this project will be presented to the City Council in the next month.

In addition to that project, work to refresh bike lanes and double lines around Carlsbad school zones is near completion with the completion date dependent on weather conditions Jan. 24, 2023
Item #13 Page 6 of 47

Tamarack traffic calming
City staff held a public meeting on Oct. 12, 2022, on slowing traffic on Tamarack Avenue, from Skyline Drive to Adams Street followed by an online opportunity for neighbors and others in the area to discuss options. Staff are now finalizing the design and plan to complete the installation of traffic calming improvements by the end of April 2023. City staff will present the Tamarack Avenue Traffic Calming Project to the Traffic & Mobility Commission at its April 3, 2023, meeting.

Reconfigure arterials
The city is planning to reconfigure arterial streets including vehicular lane reductions and seal the roadways to improve pavement condition as a part of our Pavement Management Program and enhance conditions for all users of the road. Reconfiguring roadways also reduces the long-term pavement maintenance costs and improves the line of sight for side street users approaching the arterial.

This program would be phased, with the first phase reconfiguring:
• Carlsbad Boulevard – from Pine Avenue to southern border near La Costa Avenue • El Fuerte Street – from Faraday Avenue to tie into the existing one vehicle lane in each direction south of Rancho Pancho, excluding the segments approaching Loker Avenue to Bressi Ranch Way
• Grand Avenue – from Ocean Street to Hope Way. This would be the first phase of the Grand Avenue Promenade Project to provide short-term benefits until the final promenade improvements are completed.
• Poinsettia Lane – from Avenida Encinas to Carlsbad Boulevard • Cannon Road – Avenida Encinas to El Arbol Drive
Several of the reconfigured arterial road segments are included in the first phase of the expanded street resurfacing and restriping project described above. These segments are:
• Carlsbad Village Drive – Appian Road to Chatham Road
• Tamarack Avenue – Skyline Drive to Carlsbad Village Drive • Cannon Road – El Arbol Drive to Avenida Encinas
• Poinsettia Lane – Carlsbad Boulevard to Avenida Encinas The remaining segments are currently under design and warrant additional public vetting. These segments are:
• Carlsbad Boulevard – from Pine Avenue to southern border near La Costa Avenue • Grand Avenue – from Ocean Street to Hope Way.

For these remaining segments, staff are planning a public outreach plan and will vet these projects through the Traffic & Mobility Commission later this year.

Expanded street resurfacing and restriping
The city will also seal roadways to improve pavement condition as part of our pavement management program and improve conditions for all the users on the road. This second phase will cover:
• Palomar Airport Road – from Avenida Encinas to eastern city border • Rancho Santa Fe Road and Olivenhain Road – from the eastern city border to the western city border
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This strategy will reduce the long-term maintenance costs of the restriped road segments by reducing the width of the vehicular travel lanes. The city will continue to use the new striper truck to assist with road restriping maintenance efforts.

Review citywide speed limits for potential reduction
The city will continue to review speed limits citywide to determine whether speed limit reductions should occur, in accordance with Assembly Bill 43 – Traffic Safety (2021). City staff continue to work with the state to receive an update on the standards that would allow local agencies to consider lowering speed limits with established criteria.

Legislative advocacy for e-bike licensing requirement
City staff have updated the City Council’s legislative platform to provide a basis for pursuing this goal. City Council approved this change Jan. 10, 2023. Staff are now working with the city’s government relations consultant to explore opportunities to enact statewide legislation requiring a licensing process and training to ride an e-bike.

Planned projects
In addition to the actions described above, city staff continue to make progress on over 100 other traffic and mobility related projects already planned over the next 15 years, at a cost of about $350 million. Funding for these projects has been appropriated from various sources including gas tax, the TransNet transportation sales tax, and the city’s traffic impact fees.

The main projects are listed below in order of the expected completion date. • Tyler Street Traffic Circulation Study
• Safe Routes to School Plan – Hope Elementary
• Installation of permanent speed feedback signs at eight locations in the Barrio • Carlsbad Boulevard pedestrian improvements, Mountain View Drive to Tamarack Avenue
• El Camino Real widening – Poinsettia Lane to Camino Vida Roble • Kelly Drive and Park Drive complete street improvements • Maverick Way and Camino De Los Coches Intersection Control • Las Flores Street at I-5 Traffic Calming
• Barrio traffic circles
• Village decorative lighting
• Beach access repair & upgrades – Pine Avenue to Tamarack Avenue • Avenida Encinas Coastal Rail Trail and Pedestrian Improvements • El Camino Real right turn lane to eastbound Alga Road • El Camino Real widening – Arenal Road to La Costa Avenue • Terramar Area coastal improvements
• Carlsbad Boulevard and Tamarack Avenue pedestrian improvements • El Camino Real widening – Sunny Creek Road to Jackspar Drive • Valley Street and Magnolia Avenue complete streets
• ADA beach access – Pine Avenue to Tamarack Avenue
• Avenida Encinas and Palomar Airport Road pedestrian access improvements • Camino De Los Coches and La Costa Avenue intersection control • Carlsbad Boulevard pedestrian lighting – Tamarack Avenue to State Street • Carlsbad Village Drive and Grand Avenue pedestrian improvements • Christiansen Way improvements
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• Valley Street traffic calming
• Barrio street lighting
• Chestnut Avenue complete street improvements – Valley Street to Pio Pico • Chestnut Avenue complete street – I-5 to railroad crossing • Grand Avenue Promenade
• La Costa Avenue traffic improvements
• State Street and Grand Avenue road improvements
• Poinsettia Lane and Oriole Court traffic control improvements • Trail connectivity to Tamarack State Beach
• Carlsbad Boulevard realignment – Manzano Drive to Island Way • South Carlsbad Coastline road realignment
Data analysis
The city has used a data-informed approach to inform the declaration of an emergency, to guide its actions to address the emergency, and to monitor the progress and outcomes from its actions.

The city is using a variety of types of data including citations, injury collisions, traffic, modes of travel, engagement, public sentiment, and any other available data to inform its approach and actions. The city is also leveraging its investments in Tableau data visualization and analytics software as well as GIS to discover valuable data insights. Initial analysis of the data shows that there has been swift and significant activity to address the emergency. There are also data that suggests these actions may be helping to reduce the number of injury collisions in the city since the declaration of the emergency. An analysis of the data related to the city’s actions to address the emergency and the outcomes will be presented as part of this report.

Funding options
City staff presented the Safer Streets Together Plan to the City Council on Sept. 27, 2022. The plan identified 44 potential education, engineering and enforcement actions to address traffic safety in Carlsbad. (See Safer Streets – Options Worksheet, Exhibit 5.) The City Council voted to proceed with 18 actions that were already funded either through a $2 million allocation made by the City Council on Aug. 30, 2022, to fund the city’s emergency response or from funding already included in the city budget. The City Council also directed staff to seek feedback from the Traffic & Mobility and Planning commissions on the remaining actions in the plan. (Their feedback is included in Exhibit 5.)
On Dec. 6, 2022, city staff presented the City Council with feedback from the Traffic & Mobility and Planning commissions.
• The total cost of unfunded actions recommended by the Traffic & Mobility Commission was $3,436,253 in one-time costs and $620,753 in ongoing costs. • The total cost of unfunded actions recommended by the Planning Commission was $5,134,737 in one-time costs and $1,535,237 in ongoing costs.

At the Dec. 6, 2022, meeting, city staff committed to returning to the City Council with a discussion of potential funding sources for these additional actions, should the City Council wish to pursue them.

Jan. 24, 2023
Item #13 Page 9 of 47

General Fund forecast
On April 20, 2022, city staff presented a revenue study to the City Council that detailed the city’s past and forecasted fiscal condition. The report discussed many of the positive steps taken to safeguard the city’s financial health and highlighted many recently added or expanded city services. Also included was the General Fund’s five-year forecast, which illustrated expenditures growing at a faster rate than revenues, which eventually led to a forecasted annual deficit beginning in fiscal year 2025-26. In response to these observed and forecasted trends, staff presented various revenue enhancement options for the City Council to consider, including a sales, transient occupancy and cannabis tax measure. No further direction was provided to staff.

At the time the city’s General Fund forecast was developed and presented to the City Council as part of the budget adopted for fiscal year 2022-23, the city was experiencing extreme inflationary increases driven by, among other factors, geopolitical conflict, supply chain disruption, and pent- up demand. Now, eight months later, the city is still experiencing extreme inflationary increases that have been sustained for well over a 12-month period and is also facing increased economic uncertainty leading to a heightened risk of recession. This has added further strain to the city’s General Fund forecast, although due to good revenue performance over the last year, the timing of the projected future deficit in fiscal year 2025-26 remains relatively unchanged.

As the city continues to provide high level service to the community, responsibly managing public resources and work in partnership with the community to realize its vision for the future, it is important to analyze the fiscal impact and costs associated with actions being considered.

If the City Council were to approve additional one-time and/or ongoing appropriations, in order to not accelerate the potential future deficit projected in fiscal year 2025-26, staff would recommend considering one or more of the following options:

General Fund Reserve
– The City Council has authority to commit the use of the General Fund Reserve for one-time opportunity costs in accordance with City Council Policy Statement No. 74. As of June 30, 2022, the General Fund Reserve ratio was approximately 60% and in compliance with the policy statement, which sets forth a minimum reserve balance equal to 40% of the previous fiscal year’s adopted budget.

Capital g
rants and non -discretionary resources – The city has already taken advantage of many federal, state and county grants. Staff plan to pursue additional grant funding, assuming the scope, timing and eligibility align with city projects. In addition, the city receives non-discretionary resources from the state and county, including gas and TransNet taxes, each year. Most of these funds are already dedicated to the city’s 15-year Capital Improvement Program. The City Council has already authorized traffic safety related projects to be expedited utilizing these funds. However, the City Council could consider reprioritizing additional CIP projects to fund more traffic safety projects.

Tax enhancement – The City Council has authority to direct staff to study and present to the City Council findings and recommendations related to tax enhancements. Such enhancements often include these measures:
o Sale s tax – The local rate in the City of Carlsbad is currently 7.75% and, depending on the incremental tax rate increase of 25 to 100 basis points, additional annual revenue ranging from $7.4 million to $30 million could be generated.

Jan. 24, 2023
Item #13 Page 10 of 47

o Transient occupancy tax – The local rate in the City of Carlsbad is 10% (not including the 2% assessed by the Carlsbad Tourism Business Improvement District).

Increasing the city’s local rate from 10% to 12% could generate an additional $6 million in annual revenues.
o Parcel tax – Parcel taxes are not valued based on the parcel of property. They can either be structured as a flat rate per parcel or as a variable rate depending on the size, use, or number of units on the parcel. The additional revenue that could be generated annually is highly dependent on the structure and extent of the tax. If further directed, staff will provide detailed information supporting multiple options. o Cannabis tax measure – With the passing of SB 1186, as of January 1, 2024, cities must allow the retail sale by delivery of medicinal cannabis products. However, the sale of commercial cannabis products is currently prohibited in the City of Carlsbad, so no taxes are assessed. The fiscal impact of a cannabis tax measure is difficult to quantify and, if further directed, staff would research and present the City Council with multiple options for consideration.

General o
bligation bond – General obligation bonds are debt instruments issued by state and city governments to cover a wide range of municipal infrastructure projects. They are backed solely by the credit and taxing power of the issuing jurisdiction and are commonly used when local governments choose to finance a project rather than funding it with cash.

Issuing bonds to finance public infrastructure can allow for the continuance of vital services and programs within the community.

Enhanced infrastructure financing district
– Senate Bill 628 (2014) enabled the creation of
these governmental entities. One or more may be established within a city to finance the construction or rehabilitation of a wide variety of public infrastructure and private facilities, including affordable housing, transit priority projects, mixed use development and other types of development through property tax increment of the city’s consent. The fiscal impact would vary depending on multiple factors. If further directed, staff would research and bring multiple options for consideration.

Contract for the Green Paint Bike Lane Enhancement Project The Green Paint Bike Lane Enhancement Project was identified as one of the priority projects to enhance bicycle safety. This project will install green paint bike lane enhancements to highlight conflict areas at 36 high bike collision locations throughout the city. • In September 2022, the city executed a professional services agreement with STC, Inc. to prepare the design and construction package for the project. • On Nov. 1, 2022, in accordance with the proclamation of emergency for traffic safety declared by the City of Carlsbad, the City Manager, as authorized by Carlsbad Municipal Code Section 3.28.120 – Emergencies, approved staff to request bids for construction of the Green Paint Bike Lane Enhancement Project.
• On Nov. 8, 2022, staff received a bid from Superior Pavement Markings, Inc. in the amount of $372,343 for construction of the project. The bid was under the engineer’s estimate of $386,100. Staff evaluated the bid and found that the bid from Superior Pavement Markings, Inc. was responsive and responsible.

Jan. 24, 2023
Item #13 Page 11 of 47

• On Dec. 21, 2022, in accordance with the proclamation of emergency for the traffic safety declared by the City of Carlsbad, the City Manager, as authorized by Carlsbad Municipal Code Section 3.28.120 – Emergencies, executed a construction contract with Superior Pavement Markings for construction of the project.

Construction of the project is anticipated to begin in late January or early February 2023. Sufficient funding is available from the declaration of emergency funding to pay for the project.

Staff recommend the City Council adopt a resolution ratifying the approval of the plans and specifications, accepting the bid and awarding a contract to Superior Pavement Markings, Inc. in the amount of $372,343 for construction of the project. The ratification includes a determination the procurement was an emergency procurement exempt from the Purchasing Ordinance’s procurement requirements under Subsection (A) of Carlsbad Municipal Code Section 3.28.110 – Exemptions. The proposed resolution is attached as Exhibit 1. The plans, specifications and contract documents are Exhibit 2.

Continuing the s
tate of emergency
The California Emergency Services Act allows cities to proclaim a local emergency when needed to protect public safety in extreme circumstances. Carlsbad’s emergency proclamation went into effect Aug. 23, 2022, and was ratified by the City Council Aug. 30, 2022. California Government Code Section 8630, subdivision (c), requires the City Council to review the need for continuing the local emergency at least once every 60 days until the City Council terminates the local emergency.

The City Council extended the state of emergency on Oct. 18, 2022 and again on Dec. 6, 2022. The proclamation of local emergency will expire on Feb. 3, 2023, at 5 p.m., unless it is extended or terminated earlier by the City Council. Staff recommend continuing the state of emergency to allow the city to continue its emergency efforts to remove conditions of extreme peril due to traffic safety. A proposed resolution is attached as Exhibit 3.

Fiscal Analysis
On Aug. 30, 2022, the City Council authorized the Deputy City Manager of Administrative Services to appropriate $2 million from unspent funds from the fiscal year 2021-22 General Fund budget to support the city’s coordinated efforts to increase attention and resources on a range of solutions, including infrastructure, safety and enforcement, and a focus on safe driving behavior education. This included:
• $ 535,000 for overstaffing the Police Department’s sworn positions by four additional full - time officers
• $100,000 for police overtime for training and enforcement • $250,000 to buy additional speed feedback signs and electronic messaging boards • $1,115,000 for infrastructure projects and safe driving behavior education To date, a little over half of this amount has been allocated to the city’s emergency response:
$506,394 has been spent, and $630,354 is currently encumbered, meaning dedicated to a specific contract to complete planned work. The work already authorized by the City Council for the traffic emergency response is expected to require the entire $2 million allocation. No additional funding is being requested at this time.

Next Steps
Staff will continue to respond to the local emergency as directed by the City Council.

Jan. 24, 2023
Item #13 Page 12 of 47

Environmental Evaluation
The allocation of funding for anticipated actions intended to mitigate the emergency, which includes infrastructure and safety improvements, and education and enforcement efforts focusing on safe driving behavior are a Class 1 categorical exemption under California Environmental Quality Act Guidelines Section 15301 – Existing Facilities. Specifically, Section 15301(c) exempts existing highways and streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities (this includes road grading for the purpose of public safety), and other alterations such as the addition of bicycle facilities, including but not limited to bicycle parking, bicycle-share facilities and bicycle lanes, transit improvements such as bus lanes, pedestrian crossings, street trees and other similar alterations that do not create additional automobile lanes.

The anticipated improvements to the city’s existing mobility network under this action will improve public safety and address the critical issues raised in the emergency declaration. Actions are anticipated to involve negligible expansion of the current facilities and infrastructure beyond existing and will not result in additional automobile lanes. The actions are not expected to increase vehicular use of a roadway, will occur within the existing public right-of-way, and will not change the overall facility use of the mobility network. No exception to the exemption as set forth in CEQA Guidelines Section 15300.2 applies.

For the reasons stated above, the action is categorically exempt from CEQA under CEQA Guidelines Section 15304(e), which applies to the minor temporary use of land having negligible or no permanent effects on the environment, and CEQA Guidelines Section 15304(h), which covers the creation of bicycle lanes on existing rights-of-way.

Exhibits

1. City Council resolution ratifying approval of project plans and specifications, acceptance of the bid and awarding a contract to Superior Pavement Markings, Inc. for the Green Paint Bike Lane Enhancement Project

2. Project plans, specifications and contract documents ( on file in the City Clerk’s Office)

3. City Council resolution extending state of emergency

4. Safer Streets Plan

5. Safer Streets - Options Worksheet

Jan. 24, 2023
Item #13 Page 13 of 47
RESOLUTION NO. 2023-038

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,

CALIFORNIA, RATIFYING APPROVAL OF THE PLANS AND SPECIFICATIONS,

ACCEPTANCE OF THE BID AND AWARDING CONTRACT TO SUPERIOR PAVEMENT MARKINGS, INC. FOR THE GREEN BIKE LANE ENHANCEMENT

PROJECT
WHEREAS, on Aug. 23, 2022, the City of Carlsbad proclaimed a local emergency based on a more than 200% increase in bike and e-bike collisions since 2019; and WHEREAS, in September 2022, the city executed a professional services agreement with STC, Inc. to prepare the design and construction package for the Green Bike Lane Enhancement Project, or Project; and
WHEREAS, on Nov. 1, 2022, in accordance with the proclamation of emergency for traffic safety declared by the City of Carlsbad, the City Manager, as authorized under Carlsbad Municipal Code Section 3.28.120- Emergencies, approved staff to request bids for construction of the Project; and WHEREAS, on Nov. 8, 2022, staff received a bid from Superior Pavement Markings, Inc. in the amount of $372,343 for construction of the Project, which was under the engineer's estimate of $386,100; and
WHEREAS, staff evaluated the bid from Superior Pavement Markings, Inc. and determined it was responsive and responsible; and
WHEREAS, on Dec. 21, 2022, in accordance with the proclamation of emergency for the traffic safety declared by the City of Carlsbad, the City Manager, as authorized under Carlsbad Municipal Code Section 3.28.120 - Emergencies, executed a contract with Superior Pavement Markings, Inc. for construction of the Project; and
WHEREAS, the Project plans, specifications and contract documents are Exhibit 2 to the companion staff report and are on file in the City Clerk's Office; and WHEREAS, the procurement of the construction work needed to complete the Project is an emergency procurement exempt from the Purchasing Ordinance's procurement requirements under subsection (A) of Carlsbad Municipal Code 3.28.110 - Exemptions; and WHEREAS, sufficient funding is available from the Declaration of Emergency funding to fund construction of the Project; and
Exhibit 1
Jan. 24, 2023 Item #13 Page 14 of 47
WHEREAS, the City Planner has determined that the action is categorically exempt from the California Environmental Quality Act under CEQA Guidelines Section 15304(e), which applies to the minor temporary use of land having negligible or no permanent effects on the environment, and CEQA Guidelines Section 15304(h), which covers the creation of bicycle lanes on existing rights-of-way.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows:

1. That the above recitations are true and correct.

2. That the City Council ratifies approval of the plans and specifications, acceptance of the bid and awarding a contract to Superior Pavement Markings, Inc. for the Green Bike Lane Enhancement Proje<::t.

PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 24th day of January, 2023, by the following vote, to wit:

AYES:

NAYS:

ABSTAIN:

ABSENT:

Blackburn, Bhat-Patel, Acosta, Burkholder.

None.

KEITH BLACKBURN, Mayor
( Lma,,,Pj(/f[J�
k�HERRY FREISINGER, City Clerk

LT (SEAL)
Jan. 24, 2023 Item #13 Page 15 of 47
Exhibit 2

Plans, specifications and contract documents

(on file in the Office of the City Clerk)

Jan. 24, 2023
Item #13 Page 16 of 47
Revised 5/10/16 Contract No. 9599 Page 1 of 121

CITY OF CARLSBAD
San Diego County
California

CONTRACT DOCUMENTS,

GENERAL PROVISIONS,

SUPPLEMENTAL PROVISIONS, AND

TECHNICAL SPECIFICATIONS
FOR

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
CONTRACT NO. 9599
BID NO. PWS23-2006TRAN
Exhibit 2
I , - Bidding
Revised 5/10/16 Contract No. 9599 Page 2 of 121

TABLE OF CONTENTS
Item Page

Notice Inviting Bids ................................ ................................ ................................ ................ 6

Contractor's Proposal ................................ ................................ ................................ ........... 12

Guide for Completing the “Designation of Subcontractors” Form ................................ ......... 16

Designation of Subcontractor and Amount of Subcontractor’s Bid Items ............................. 18

Bidder's Statement of Technical Ability and Experience ................................ ....................... 19

Bidder’s Certificate of Insurance for General Liability, Employers’ Liability, Automotive Liability and Workers’ Compensation ................................ ................................ ................... 20

Bidder’s Statement Re Debarment ................................ ................................ ....................... 21

Bidder's Disclosure of Discipline Record …………………………………………… ................. 22

Noncollusion Declaration to Be Executed by Bidder and Submitted with Bid ........................ 24

Contract Public Works ................................ ................................ ................................ .......... 25

Labor and Materials Bond ................................ ................................ ................................ .... 32

Faithful Performance/Warranty Bond ................................ ................................ ................... 34

Optional Escrow Agreement for Surety Deposits in Lieu of Retention ................................ .. 36

0 Revised 5/10/16 Contract No. 9599 Page 3 of 121

GENERAL PROVISIONS

Section 1 Terms, Definitions Abbreviations and Symbols
1-1 Terms ................................ .......................... ................................ ................ 39 1-2 Definitions ................................ .................... ................................ ................ 39 1-3 Abbreviations ................................ ............... ................................ ................ 43 1-4 Units of Measure ................................ .......... ................................ ................ 46 1-5 Symbols ................................ ....................... ................................ ................ 47

Section 2 Scope and Control of The Work
2-1 Award and Execution of Contract ................. ................................ ................ 48 2-2 Assignment ................................ .................. ................................ ................ 48 2-3 Subcontracts ................................ ................ ................................ ................ 48 2-4 Contract Bonds ................................ ............ ................................ ................ 49 2-5 Plans and Specifications .............................. ................................ ................ 50 2-6 Work to be Done ................................ .......... ................................ ................ 54 2-7 Subsurface Data ................................ .......... ................................ ................ 54 2-8 Right-of-Way ................................ ................ ................................ ................ 54 2-9 Surveying ................................ ..................... ................................ ................ 54 2-10 Authority of Board and Engineer .................. ................................ ................ 59 2-11 Inspection ................................ .................... ................................ ................ 59

Section 3 Changes in Work
3-1 Changes Requested by the Contractor ........ ................................ ................ 60 3-2 Changes Initiated by the Agency .................. ................................ ................ 60 3-3 Extra Work ................................ ................... ................................ ................ 61 3-4 Changed Conditions ................................ .... ................................ ................ 64 3-5 Disputed Work ................................ ............. ................................ ................ 65

Section 4 Control of Materials
4-1 Materials and Workmanship ......................... ................................ ................ 71 4-2 Materials Transportation, Handling and Storage ................................ ........... 75

Section 5 Utilities
5-1 Location ................................ ....................... ................................ ................ 76 5-2 Protection ................................ .................... ................................ ................ 76 5-3 Removal ................................ ...................... ................................ ................ 77 5-4 Relocation ................................ .................... ................................ ................ 77 5-5 Delays ................................ .......................... ................................ ................ 78 5-6 Cooperation ................................ ................. ................................ ................ 78

Section 6 Prosecution, Progress and Acceptance of the Work 6-1 Construction Schedule and Commencement of Work ................................ ... 79 6-2 Prosecution of Work ................................ ..... ................................ ................ 83 6-3 Suspension of Work ................................ ..... ................................ ................ 83 6-4 Default by Contractor ................................ ... ................................ ................ 84 6-5 Termination of Contract................................ ................................ ................ 85 6-6 Delays and Extensions of Time .................... ................................ ................ 85 6-7 Time of Completion ................................ ...... ................................ ................ 86 6-8 Completion, Acceptance, and Warranty ....... ................................ ................ 86 0 Revised 5/10/16 Contract No. 9599 Page 4 of 121
6-9 Liquidated Damages ................................ .... ................................ ................ 87 6-10 Use of Improvement During Construction .... ................................ ................ 87

Section 7 Responsibilities of the Contractor
7-1 Contractor’s Equipment and Facilities .......... ................................ ................ 88 7-2 Labor ................................ ........................... ................................ ................ 88 7-3 Liability Insurance ................................ ........ ................................ ................ 88 7-4 Workers' Compensation Insurance .............. ................................ ................ 88 7-5 Permits ................................ ........................ ................................ ................ 89 7-6 The Contractor’s Representative .................. ................................ ................ 89 7-7 Cooperation and Collateral Work ................. ................................ ................ 89 7-8 Project Site Maintenance ............................. ................................ ................ 90 7-9 Protection and Restoration of Existing Improvements ................................ ... 92 7-10 Public Convenience and Safety ................... ................................ ................ 92 7-11 Patent Fees or Royalties .............................. ................................ ................ 99 7-12 Advertising ................................ ................... ................................ ................ 99 7-13 Laws to be Observed ................................ ... ................................ ................ 99 7-14 Antitrust Claims ................................ ............ ................................ .............. 100

Section 8 Facilities for Agency Personnel
8-1 General ................................ ........................ ................................ .............. 101

Section 9 Measurement and Payment
9-1 Measurement of Quantities for Unit Price Work ................................ .......... 102 9-2 Lump Sum Work ................................ .......... ................................ .............. 102 9-3 Payment ................................ ...................... ................................ .............. 102 9-4 Bid Items ................................ ...................... ................................ .............. 106

SUPPLEMENTAL PROVISIONS TO PART 2 AND 3 OF THE SSPWC

Part 2 Construction Materials

Section 206 Miscellaneous Metal Items
206-7 Traffic Signs ................................ ................. ................................ .............. 108 206-8 Light Gage Steel Tubing and Connectors .... ................................ .............. 110 206-9 Portable Changeable Message Sign ............ ................................ .............. 112

Section 210 Paint and Protective Coatings
210-1 Paint ................................ ............................ ................................ .............. 113

Section 214 Pavement Markers
214-5 Reflective Pavement Markers ...................... ................................ .............. 114

PART 3 Construction Methods

Section 310 Painting
310-5 Painting Various Surfaces ................................ ................................ .......... 115 310-7 Permanent Signing ................................ ................................ ..................... 116

Section 312 Pavement Marker Placement and Removal
312-1 Placement ................................ ................................ ................................ ... 116

Section 313 Temporary Traffic Control Devices
313-1 Temporary Traffic Pavement Markers ................................ ......................... 117 313-2 Temporary Traffic Signing ................................ ................................ .......... 118 0 Revised 5/10/16 Contract No. 9599 Page 5 of 121
313-3 Temporary Railing (Type K) and Crash Cushions ................................ ...... 118 313-4 Measurement and Payment ................................ ................................ ........ 120

Appendix A ................................ ................................ .... ................................ .............. 121

0 Revised 5/10/16 Contract No. 9599 Page 6 of 121

CITY OF CARLSBAD, CALIFORNIA

NOTICE INVITING BIDS

In accordance with the Proclamation of Bicycle, E -Bicycle and Motorized Mobility Device Safety Local Emergency declared in the City of Carlsbad, California on August 23, 2022, ratified by the City Council on August 30, 2022 , and extended on October 18, 2022 , and Carlsbad Municipal Code §§ 3.28.110 and 3.28.120, until 11 a.m. on November 8, 2022, the City will accept expedited bids via electronic format at the City of Carlsbad Electronic Bidding Site, PlanetBids, which may be accessed at https://www.carlsbadca.gov/departments/finance/contracting-purchasing, for performing the work as follows: signing and striping work to enhance bike lanes with green paint.

GREEN PAINT BIKE LANE ENHANCEMENT PROJECT
CONTRACT NO. 9599
BID NO. PWS23-2006TRAN

ELECTRONIC FORMAT RECEIPT OF BIDS : Bids will be received in electronic format (eBids) EXCLUSIVELY at the City of Carlsbad’s electronic bidding (eBidding) site, at:
https://www.carlsbadca.gov/departments/finance/contracting-purchasing and are due by the date and time shown on the cover of this solicitation.

BIDDERS MUST BE PRE -REGISTERED with the City’s bidding system and possess a system-assigned Digital ID in order to submit an electronic bid.

The City’s electronic bidding (eBidding) system will automatically track information submitted to the site including IP addresses, browsers being used and the URLs from which information was submitted. In addition, the City’s bidding system will keep a history of every login instance including the time of login, and other information about the user's computer configuration such as the operating system, browser type, version, and more. Because of these security features, Bidders who disable their browsers’ cookies will not be able to log in and use the City’s bidding system.

The City’s elec tronic bidding system is responsible for bid tabulations. Upon the bidder’s or proposer’s entry of their bid, the system will ensure that all required fields are entered. The system will not accept a bid for which any required information is missing. This includes all necessary pricing, subcontractor listing(s) and any other essential documentation and supporting materials and forms requested or contained in these solicitation documents.

BIDS REMAIN SEALED UNTIL DUE DATE AND TIME
eBids are transmitted into the City’s bidding system via hypertext transfer protocol secure (https) mechanism using SSL 128 -256-bit security certificates issued from Verisign/Thawte which encrypts data being transferred from client to server. Bids submitted prior to the Due Date an d Time are not available for review by anyone other than the submitter, who will have until the Due Date and Time to change, rescind or retrieve its bid should they desire to do so.

BIDS MUST BE SUBMITTED BY DUE DATE AND TIME
Once the deadline is reached, no further submissions are accepted into the system. Once the Due Date and Time has passed, bidders, proposers, the general public, and City staff are able to immediately see the results online. City staff may then begin reviewing the submissions for responsiveness, compliance and other issues regarding the Proclamation of Bicycle, E -Bicycle and Motorized Mobility Device Safety Local Emergency declared in the City of Carlsbad, 0 Revised 5/10/16 Contract No. 9599 Page 7 of 121
California on August 23, 2022, ratified by the City Council on August 30, 2022, and extended on October 18, 2022, and regarding Carlsbad Municipal Code §§ 3.28.110 and 3.28.120.

RECAPITULATION OF THE WORK
Bids shall not contain any recapitulation of the Work. Conditional Bids may be rejected as being non-responsive. Alternative proposals will not be considered unless called for.

BIDS MAY BE WITHDRAWN by the Bidder prior to, but not after, the time set as Due Date and Time.

Important Note: Submission of the electronic bid into the system may not be instantaneous. Due to the speed and capabilities of the user’s internet service provider (ISP), bandwidth, computer hardware and other variables, it may take time for the bidder’s submission to u pload and be received by the City’s eBidding system. It is the bidder’s sole responsibility to ensure their bids are received on time by the City’s eBidding system. The City of Carlsbad is not responsible for bids that do not arrive by the Due Date and Time.

ELECTRONIC SUBMISSIONS CARRY FULL FORCE AND EFFECT
The Bidder, by submitting their electronic proposal, agrees to and certifies under penalty of perjury under the laws of the State of California, that the certification, forms and affidavits submitted a s part of this proposal are true and correct. The bidder, by submitting its electronic bid, acknowledges that doing so carries the same force and full legal effect as a paper submission with a longhand (wet) signature. By submitting an electronic bid, the bidder certifies that the bidder has thoroughly examined and understands the entire Contract Documents (which consist of the plans and specifications, drawings, forms, affidavits and the solicitation documents), and that by submitting the eBid as its bid proposal, the bidder acknowledges, agrees to and is bound by the entire Contract Documents, including any addenda issued thereto, and incorporated by reference in the Contract Documents.

BIDS ARE PUBLIC RECORDS
Upon receipt by the City, bids shall become p ublic records subject to public disclosure. It is the responsibility of the Bidder to clearly identify any confidential, proprietary, trade secret or otherwise legally privileged information contained within the proposal’s General references to sections of the California Public Records Act (PRA) will not suffice. If the Bidder does not provide applicable case law that clearly establishes how the requested information is exempt from the disclosure requirements of the PRA, the City shall be free to release the information when required in accordance with the PRA, pursuant to any other applicable law, or by order of any court or government agency, and the Bidder agrees to hold the City harmless for any such release of this information.

This bid and the terms o f the Contract Documents and Supplemental Provisions constitute an irrevocable offer that shall remain valid and in full force for a period of 90 days and such additional time as may be mutually agreed upon by the City of Carlsbad and the Bidder.

INSTRUCTIONS TO BIDDERS AND BID REQUIREMENTS
This bid and the terms of the Contract Documents and General Provisions constitute an irrevocable offer that shall remain valid and in full force for a period of 90 days and such additional time as may be mutually agreed upon by the City of Carlsbad and the Bidder.

No bid will be received unless it is made on a proposal form furnished by the Purchasing Department. Each bid must be accompanied by security in a form and amount required by law. 0 Revised 5/10/16 Contract No. 9599 Page 8 of 121
The bidder's security of the second and third next lowest responsive bidders may be withheld until the Contract has been fully executed. The security submitted by all other unsuccessful bidders shall be returned to them, or deemed void, within ten (10) days after the Contract is awar ded.

Pursuant to the provisions of law (Public Contract Code section 10263), appropriate securities may be substituted for any obligation required by this notice or for any monies withheld by the City to ensure performance under this Contract. Section 1026 3 of the Public Contract Code requires monies or securities to be deposited with the City or a state or federally chartered bank in California as the escrow agent. The escrow agent shall maintain insurance to cover negligent acts and omissions of the agent in connection with the handling of retentions under this section in an amount not less than $100,000 per contract.

The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding when a contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdiction in the State of California as an irresponsible bidder.

The work shall be performed in strict conformity with the plans, provisions, and specifications as approved by the City Council of the City of Carlsbad on file with the Engineering Department. The specifications for the work include City of Carlsbad Technical Specifications and the Standard Specifications for Public Works Construction, Parts 2 & 3, current edition at time of bid opening and the supplements thereto as published by the "Greenbook" Committee of Public Works Standards, Inc., all hereinafter designated “SSPWC”, as amended. Specification Reference is hereby made to the plans and specifications for full particulars and description of the work. The General Provisions (Part 1) to the SSPWC do not apply.

The City of Carlsbad encourages the participation of minority and women-owned businesses.

The City of Carlsbad encourages all bidders, suppliers, manufa cturers, fabricators and contractors to utilize recycled and recyclable materials when available, appropriate and approved by the Engineer.

BID DOCUMENTS
The bid documents comprise the following documents which must be completed and properly executed including notarization, where indicated.

1. Contractor's Proposal

2. Noncollusion Declaration

3. Designation of Subcontractor and Amount of Subcontractor’s Bid

4. Bidder's Statement of Technical Ability and Experience

5. Acknowledgement of Addendum(a)

6. Certificate of Insurance. The riders covering the City, its officials, employees and volunteers may be omitted at the time of bid submittal but shall be provided by the Bidder prior to award of this contract.

7. Bidder’s Statement Re Debarment

8. Bidder's Disclosure of Discipline Record

9. Escrow Agreement for Security Deposits - (optional, must be completed if the Bidder wishes to use the Escrow Agreement for Security)

ENGINEER’S ESTIMATE
All bids will be compared on the basis of the Engineer's Estimate. The estimated quantities are approximate and serve solely as a basis for the comparison of bids. The Engineer's Estimate is $385,100.
0 Revised 5/10/16 Contract No. 9599 Page 9 of 121

TIME OF COMPLETION
The contractor shall complete the Work within the time set in the contract as defined in the General Provisions Section 6-7.

SPECIALTY CONTRACTORS:

ACCEPTABLE LICENSE TYPES
Except as provided herein a bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall be rejected by the City. In all contracts where federal fund s are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with California law. Where federal funds are involved the contractor shall be properly licensed at the time the contract is awarded. In all othe r cases the contractor shall state their license number, expiration date and classification in the proposal, under penalty of perjury. This invitation t o bid does not include federal funds. The following classifications are acceptable for this contract: A:

General Engineering and/or C-32: Parking and Highway Improvement Contractor.

ESCROW AGREEMENT
If the Contractor intends to utilize the escrow agreement included in the contract documents in lieu of the usual 5% retention from each payment, these documents must be completed and submitted with the signed contract. The escrow agreement may not be substituted at a later date.

OBTAINING PLANS AND SPECIFICATIONS
Sets of plans, various supplemental provisions and Contract Documents may be obtained on the City of Carlsbad website at https://www.carlsbadca.gov/departments/finance/contracting- purchasing. Paper copies will not be sold.

INTENT OF PLANS AND SPECIFICATIONS
Any prospective bidder who is in doubt as to the intended meaning of any part of the drawings, specifications or other contract documents, or finds discrepancies in or omissions from the drawings and specifications may submit to the Engineer a written requ est for clarification or correction. Any response will be made only by a written addendum duly issued by the Engineer a copy of which will be mailed or delivered to each person receiving a set of the contract documents.

No oral response will be made to such inquiry. Prior to the award of the contract, no addition to, modification of or interpretation of any provision in the contract documents will be given by any agent, employee or contractor of the City of Carlsbad except as hereinbefore specified. No bidder may rely on directions given by any agent, employee or contractor of the City of Carlsbad except as hereinbefore specified.

REJECTION OF BIDS
The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids.

PREVAILING WAGE TO BE PAID
The general prevailing rate of wages for each craft or type of worker needed to execute the Contract shall be those as determined by the Director of Industrial Relations pursuant to the sections 1770, 1773, and 1773.1 of the Labor Code. Pursuant to section 1773.2 of the Labor Code, a current copy of applicable wage rates is on file in the Office of the City Engineer. The Contractor to whom the Contract is awarded shall not pay less than the said specified prevailing rates of wages to all workers employed by him or her in the execution of the Contract.

0 Revised 5/10/16 Contract No. 9599 Page 10 of 121
The Prime Contractor shall be responsible for insuring compliance with provisions of section 1777.5 of the Labor Code and section 4100 et seq. of the Public Contracts Code, "Subletting and Subcontracting Fair Practices Act." The City Engineer is the City's "duly authorized officer" for the purposes of section 4107 and 4107.5.

The provisions of Part 7, Chapter 1, of the Labor Code commencing with section 1720 shall apply to the Contract for work.

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 Section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

The Prime Contractor and all subcontractors shall comply with Section 1776 of the Labor Code, which generally requires keeping accurate payroll records, verifying and certifying payroll records, and making them available for inspection. Contract or shall require all subcontractors to comply with Section 1776.

PRE BID MEETING
A pre-bid meeting and tour of the project site will not be held.

UNIT PRICES AND COMPUTATION OF BIDS
All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this proposal, times the unit price as submitted by the bidder.

ADDENDA
Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior to bidding. Submission of bids without acknowledgment of addenda may be cause of rejection of bid.

BOND AND INSURANCE REQUIREMENTS
The Contractor shall provide bonds to secure faithful performance and warranty of the work in an amount equal to one hundred percent (100%) of the Contract price on this project. The Contractor shall provide bonds to secure payment of laborers and materials suppliers, in an amount equal to one hundred percent (100%) of the total amount payable by the terms of the contract. These bonds shall be kept in full force and effect during the course of this project and shall extend in full force and effect a nd be retained by the City until they are released as stated in the General Provisions section of this contract. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whos e assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to be accompanied by the following documents:
1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner.

If the bid is accepted, the City may require copies of the insurer' s most recent annual statement and quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code, within 10 calendar days of the insurer's receipt of a request to submit the statements. 0 Insurance is to be placed with insurers that:
1) Have a rating in the most recent Best's Key Rating Guide of at least A-:VII 2) Are admitted and authorized to transact the business of insurance in the State of California by the Insurance Commissioner.

Auto policies offered to meet the specification of this contract must:
1) Meet the conditions stated above for all insurance companies. 2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled.

Workers' compensation insurance required under this contract must be offered by a company meeting the above standards with the exception that the Best's rating condition is waived. The City does accept policies issued by the State Compensation Fund meeting the requirement for workers' compensation insurance.

The Contractor shall be required to maintain insurance as specified in the Contract. Any additional cost of said insurance shall be included in the bid price.

The award of the contract by the City Council is contingent upon the Contractor submitting the required bonds and insurance, as described in the contract, within twenty days of bid opening. If the Contractor fails to comply with these requirements, the City may award the contract to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited.

BUSINESS LICENSE
The prime contractor and all subcontractors are required to have and maintain a valid City of Carlsbad Business License for the duration of the contract.

October 28, 2022
Date Depu(y Clerk
.~ \iJ Revised 5/10/16 Contract No. ~ Page 11 of 121

CITY OF CARLSBAD

GREEN PAINT BIKE LANE ENHANCEMENT PROJECT
CONTRACT NO. 9599
City Council
City of Carlsbad

CONTRACTOR'S PROPOSAL
1200 Carlsbad Village Drive
Carlsbad, California 92008
The undersigned declares he/she has carefully examined the location of the work, read the Notice Inviting Bids, examined the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto, and hereby proposes to furnish all labor, materials, equipment, transportation, and services required to do all the work to complete Contract No. 9599 in accordance with the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto and that he/she will take in full payment therefore the following unit prices for each item complete, to wit:

Item
No.
1 2.
3 SCHEDULE "A" GREEN PAINT BIKE LANE ENHANCEMENT
Description
Mobilization at
Thirty Five Thousand, Seven Hundred Twenty Five
Dollars and Zero Cents
(Price in Words)
Traffic Control at
Twelve Thousand, Eight Hundred and Fifty Dollars
and Zero Cents
(Price in Words)
Signing and Striping Improvements at
Three Hundred Twenty Three Thousand, Seven
Hundred Sixty Eight Dollars and Zero Cents
(Price in Words)
Approximate
Quantity
and Unit
1 LS
1 LS
1 LS
Unit Price
(Figures)
$ 35,725.00
$ 12,850.00
$ 323,768.00
Total
Amount
(Figures)
$35,725.00
$12,850.00
$323,768.00
Total amount of bid in words for Schedule "An: Three Hundred Seventy Two Thousand, Three Hundred Forty Three Dollars and Zero Cents
Total amount of bid in numbers for Schedule "A": $_3...,7 ... 2.,.34-3...,.0._0....._ _________ _ l' •~ Revised 5/10/16 Contract No. 9599 Page 12 of 121
Consistent with the Proclamation of Bicycle, E-Bicycle and Motorized Mobility Device Safety Local Emergency declared in the City of Carlsbad, California on August 23, 2022, and extended on October 18, 2022, and ratified by the City Council on August 30, 2022, the City shall award the contract in accordance with Carlsbad Municipal Code § 3.28.11 O and 3.28.120.

Price(s) given above are firm for 90 days after date of bid opening.

Addendum(a) No(s). _________ has/have been received and is/are included in this proposal.

The Undersigned has carefully checked all of the above figures and understands that the City will not be responsible for any error or omission on the part of the Undersigned in preparing this bid.

The Undersigned agrees that in case of default in executing the required Contract with necessary bonds and insurance policies within twenty (20) days from the date of award of Contract by the City Council of the City of Carlsbad, the City may administratively authorize award of the contract to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited.

The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensed to do business or act in the capacity of a contractor within the State of California, validly licensed under license number 776306 classification C31, C32, C61, D38 which expires on 08/31/2023 , and that this statement is true and correct and has the legal effect of an affidavit.

A bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall be rejected by the City § 7028.15(e). In all contracts where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with California law. However, at the time the contract is awarded, the contractor shall be properly licensed.

The Undersigned bidder hereby represents as follows:

1. That no Council member, officer agent, or employee of the City of Carlsbad is personally interested, directly or indirectly, in this Contract, or the compensation to be paid hereunder; that no representation, oral or in writing, of the City Council, its officers, agents, or employees has inducted him/her to enter into this Contract, excepting only those contained in this form of Contract and the papers made a part hereof by its terms; and

2. That this bid is made without connection with any person, firm, or corporation making a bid for the same work, and is in all respects fair and without collusion or fraud.

The Undersigned is aware of the provisions of section 3700 of the Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self insurance in accordance with the provisions of that code and agrees to comply with such provisions before commencing the performance of the work of this Contract and continue to comply until the contract is complete.

The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Article 2, relative to the general prevailing rate of wages for each craft or type of worker needed to execute the Contract and agrees to comply with its provisions.
{\
• .., Revised 5/10/16 Contract No. ~ Page 13 of 121
IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE:
(1) Name under which business is conducted ________________ _ (2) Signature (given and surname) of proprietor ________________ _ (3) Place of Business ________________________ _
City and State _________ ...,_ _________________ _
(4) Zip Code _______ _
(5) E-Mail ____________________ _

IF A PARTNERSHIP SI
(1) Name under which business is conducted---------------,,,,:;..- (2) Signature (given and surname and character of partner} (Note: Signature must be made (3) Place of Business -------~-:::i!"""-T.~--:--:------------ City and State----------------------
(4) Zip Code _____ ..,..,.__ Telephone No. ______________ _ (5) E-Mail ___ _,...__ ______________ _
{\
• ., Revised 5/10/16 Contract No. 9599 Page 14 of 121
IF A CORPORATION, SIGN HERE:
(1) Name under which business is conducted Superior Pavement Markings Inc. (2) --·-::r; ...... I ....,,,s,,c;.2-na-==7'--luVi,,t-e) __ ? __ _ _________________ _ Darren Veltz, Chief Financial Officer
(Title)
Impress Corporate Seal here
(3) Incorporated under the laws of the State of _C_a_li_fo_rn_i_a ____ _ (4) Place of Business 5312 CyPreSS Street
(Street and Number)
City and State Cypress, Ca.
(5) Zip Code __ 9_0_6_30 ___ _ Telephone No. (714) 995-9100 (6) E-Mail [email protected]

NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE

ATTACHED
List below names of president, vice president, secretary and assistant secretary, if a corporation; if a partnership, list names of all general partners, and managing partners:

John Lucas, President
Robert Garcia, Vice President
Darren Veltz, Chief Financial Officer
ft
\i;J Revised 5/10/16 Contract No. 9599 Page 15 of 121
CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT CIVIL CODE § 1189 A nowy public or other officer completing this certificate verifies only the identity of the individual who signed the document tn which thi!'I certiticRt.e is attRcherl. R11d not the tmthfillnes.'l RCC11n1cv. or validitv ofthllt document.

State of California
County of __ ...;S=an=-aB=em=aI1=d=in=o __ _
On ---"-'N=o ..... ve..,_m=ber='-4 ... ,-=2=022==-----·before me, Rebecca Parra, Nouuy Public Dalt Hen ln.t name .-.cl Title ol the Ollar
personally appeared
Place Notary Seal Above
Darren Veltz
Neme(t) of Signllr(a)
who proved to me on the basis of satisfactory evidence to be the person(&} whose name(&} is/are subscribed to the within instrument and acknowledged to me that he/sheAhey executed the same in hishleFltheir authorized capacity(ie&}, and that by his/tier/their signature(&} on the instrument the person(&}, or the entity upon behalf of which the person(&} acted, executed the instrument.

I certify under PENAL TY OF PERJURY under the laws of the State of California that the forgoin aragraph is true and correct. ---------- OPTIONAL----------------
Though the information below is not required by law, it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document.

Description of Attached Document
Title or Type of Document ColJ)Oration Signature Page 15 of 121 Document Date: _____ N __ o __ n __ e ______ Number of Pages:

Signer(&} Other Than Named Above: None
Capaclty(ie&) Claimed by Signer(&)
Signer's Name: ___ ___,O_a .. rre~n~Y,-ettz-____ _ Signer's Name: ___________ _ □ Individual □ Individual
X Corporate Officer - Title(&): Chief Financial Officer □ Corporate Officer - Title(s): ______ _ □ Partner D □ Limited □ General
RIC,HT fHllMBf'RINT RIGHT THUMBPRINT a Partner D □ Limited □ General □ Attorney in Fact ()F !ll(,NFR □ Attorney in Fact
OF !ll(;NFR
□ Trustee Top of ttu~b here
□ Trustee
Top of thumb here
□ Other: □ Other:

Signer is Representing: Signer is Representing:

Suoerior Pavement Markinas Inc

Revised 5/10/16 Contract No. 9599 Page 16 of 121

GUIDE FOR COMPLETING
THE “DESIGNATION OF SUBCONTRACTORS” FORM

REFERENCES Prior to preparation of the following “Subcontractor Disclosure Form” Bidders are urged to review the definitions in section 1-2 of the General Provisions to this Contract, especially, “Bid”, “Bidder”, “Contract”, “Contractor”, “Contract Price”, “Contract Unit Price”, “Engineer”, “Own Organization”, “Subcontractor”, and “Work”. Bidders are further urged to review sections 2 -3 SUBCONTRACTS of the General Provisions.

CAUTIONS This form will be used by the Agency to determine the percentage of work that the Bidder proposes to perform. Bidders are cautioned that failure to provide complete and correct information may result in rejection of the bid as non -responsive. Any bid that proposes performance of more than 50 percent of the work by subcontractors or otherwise to be performed by forces other than the Bidder’s own organization will be rejected as non -responsive. Specialty items of work that may be so designated by the Engineer on the “Contractor’s Proposal” are not included in computing the percentage of work proposed to be performed by the Bidder.

INSTRUCTIONS The Bidder shall set forth the name and location of business of each and every subcontractor whom the Bidder proposes to perform work or labor or render service in or about the work or improvement, and every subcontractor licensed as a contractor by the State of California whom the Bidder proposes to specially fabricate and install any portion of the work or improvement according to detailed drawings contained in the plans and specifications in exces s of one-half of one percent (0.5%) of the Bidder’s total bid or, in the case of bids or offers for the construction of streets and highways, including bridges, in excess of one -half of one percent (0.5%) or ten thousand dollars ($10,000) whichever is grea ter. Said name(s) and location(s) of business of subcontractor(s) shall be set forth and included as an integral part of the bid offer.

The Designation of Subcontractors form must be submitted as a part of the Bidder’s sealed bid.

Failure to provide compl ete and correct information may result in rejection of the bid as non - responsive.

Suppliers of materials from sources outside the limits of work are not subcontractors. The value of materials and transport of materials from sources outside the limits of w ork, as shown on the plans, shall be assigned to the Contractor or the Subcontractor as the case may be, that the Bidder proposes as installer of said materials. The value of material incorporated in any Subcontractor-installed bid item that is supplied by the Bidder shall be included as a part of the work that the Bidder proposes to be performed by the Subcontractor installing said item.

When a Subcontractor has a Carlsbad business license, the number must be entered on the proper form. If the Subcontract or does not have a valid business license, enter “NONE” in the appropriate space.

When the Bidder proposes using a Subcontractor to construct or install less than 100 percent of a bid item, the Bidder shall attach an explanation sheet to the Designation of Subcontractor form.

The explanation sheet shall clearly apprise the City of the specific facts that show the Bidder proposes to perform no less than fifty percent (50%) of the work with its own forces.

Determination of the subcontract amounts for purpos es of award of the contract shall be determined by the City Council in conformance with the provisions of the contract documents and the various supplemental provisions. The decision of the City Council shall be final. 0 Revised 5/10/16 Contract No. 9599 Page 17 of 121

Contractor is prohibited from perfor ming any work on this project with a subcontractor who is ineligible to perform work on a public works project pursuant to Labor Code Sections 1771.1 or 1777.7.

Bidders shall make any additional copies of the disclosure forms as may be necessary to provide the required information. The page number and total number of additional form pages shall be entered in the location provided on each type of form so duplicated. 0 Revised 5/10/16 Contract No. 9599 Page 18 of 121

DESIGNATION OF SUBCONTRACTOR AND

AMOUNT OF SUBCONTRACTOR'S BID ITEMS
(To Accompany Proposal)

GREEN PAINT BIKE LANE ENHANCEMENT PROJECT
CONTRACT NO. 9599

The Bidder certifies that it has used the sub-bid of the following listed subcontractors in preparing this bid for the Work and that the listed subcontractors will be used to perform the portions of the Work as designated in this list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contract Code, "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of one-half of one percent (0.5%) of the Bidder’s total bid, or in the case of bids or offers for construction of streets and hig hways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000), whichever is greater, and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency.

SUBCONTRACTOR’S BID ITEMS
Portion of
Work
Subcontractor Name and
Location of Business
DIR
Registration
No.

Subcontractor’s
License No. and
Classification*
Amount of
Work by
Subcontractor
in Dollars*

Page _____ of _____ pages of this Subcontractor Designation form

_________________

* Pursuant to section 4104 (a)(2)(A) California Public Contract Code, receipt of the information preceded by an asterisk may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the “Notice Inviting Bids.” 0 BIDDER'S STATEMENT OF

TECHNICAL ABILITY AND EXPERIENCE
(To Accompany Proposal)

GREEN PAINT BIKE LANE ENHANCEMENT PROJECT
CONTRACT NO. 9599
The Bidder is required to state what work of a similar character to that included in the proposed Contract he/she has successfully performed and give references, with telephone numbers, which will enable the City to judge his/her responsibility, experience and skill. An attachment can be used.

Date Name and Address Name and Phone Amount
Contract of the Em ploy er No. of Person to Type of Work of Completed Contract Contract
07/2021 City of Murrieta Jason M01rnll Traffic Strtping and $123,564 .00 1 Town Square, Murrieta CA 92562 (951) 461-6<100 Pavement Maoongs Maintenance
10/2021
v lty of San Fernando Manual Fabian Traffic Striping and S24.721 00 t20 Macneil Street, San Fernando Ca (818) 898-1243 Pavement Markings Maintenance 02/2022 City of Costa Mesa Brenden Carpenter Traffic Stnping and $137,755 00 P o. Box 1200, Costa Mesa Ca. 92628 (714) 925-7385 Pavement Markings Maintenance 03/2022 City of Claremont Joe Ciccone Traffic Striping and $96,250.00 207 Harvard Ave, Claremont CA 91711 (909) 399-5479 Pavement Markings Maintenance 03/2022
City of Cathedral City Andres Perez Traffic Striping and $218,618 00 ~:~~':.': ,•~;~~ ~~ ~~~~erro (760) TT0°8291 Pavement Marl<Jngs Maintenance 0412022 City of Arcadia Dave Thom~son Traffic Striping and $106.795,00 240 West Huntington Drtve (626) 254-2 26 Pavement Markings Maintenance Arcarlla CA 91"""
04/2022 City of San Marino Chris Gutierrez Traffic Striping and $20,727 00 2200 Huntington Drive (626) 300-0793 Pavement Markings Maintenance ~an Manno CA 91108
.,
f~ Revised 5/10/16 Contract No. 9599 Page 19 of 121

BIDDER'S CERTIFICATE OF INSURANCE FOR

GENERAL LIABILITY, EMPLOYERS' LIABILITY,

AUTOMOTIVE

LIABILITY AND WORKERS' COMPENSATION
(To Accompany Proposal)

GREEN PAINT BIKE LANE ENHANCEMENT PROJECT
CONTRACT NO. 9599
As a required part of the Bidder's proposal the Bidder must attach either of the following to this page.
1) Certificates of insurance showing conformance with the requirements herein for each of:
~ Comprehensive General Liability
~ Automobile Liability
181 Workers Compensation
181 Employer's Liability
2) Statement with an insurance carrier's notarized signature stating that the carrier can, and upon payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of insurance for Comprehensive General Liability, Automobile Liability, Workers Compensation and Employer's Liability in conformance with the requirements herein and Certificates of insurance to the Agency showing conformance with the requirements herein.

All certificates of insurance and statements of willingness to issue insurance for auto policies offered to meet the specification of this contract must:
1) Meet the conditions stated in The Notice Inviting Bids and the General Provisions for this project for each insurance company that the Contractor proposes. 2) Cover any vehicle used in the performance of the contract. used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled . . , \i., Revised 5/10/16 Contract No. 9599 Page 20 of 121 l
I
A~RDe CERTIFICATE OF LIABILITY INSURANCE I

OATE(-DDIYYYY)
10/6/2022
,,,...--.,
I
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BElWEEN THE ISSUING INSURER(S), AUTHORIZED ,.REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLD.ER.

IMPORTANT: If the certtncate holder Is an ADDITIONAL INSURED, the pollcy(les) must have ADDITIONAL INSURED provisions or be endorsed .

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain pollcles may require an endorsement. A statement on this certificate doee not confer rights to the certificate holder In lleu of such endorsement(s).

PRODUCER Patriot Risk & Insurance Services ~it"' Lauren Bierman 2415 Cam~us Drive, Suite #200 12c~>- 949-486-7900 I FAX IA/C Nol:

Irvine, CA 2612 lbierman~ruotrisk .com SS:

INSURER(SI AFFORDING COVERAGE NAICt
www.patrisk .com OK07568 INSURERA : Travelers lndemnitv Co of Connecticut 25682 INSURED INSURERB : Travelers Prooertv Casualtv Co of Amer 25674 Suf:erior Pavement Markings, Inc. INSURERC : Redwood Fire and Casualty Insurance Co 11673 53 2 CyRress St.

Evanston Insurance Comoanv 35378 Cypress CA 90630 INSURERD :

INSURERE :

INSURERF :

COVERAGES CERTIFICATE NUMBER: 70719120 REVISION NUMBER·

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

INSR TYPE OF INSURANCE
,wuL 15Uo"
.~SMi~
POIJCYEXP LIMITS LTR , ...... l ~A- POLICY NUMBER
A _L COMMERCIAL GENERAL LIABIUTY DT22-C0-6S124780-TCT-22 9/18/2022 9/18/2023 EACH OCCURRENCE $1000000 D CLAIMS-MADE w OCCUR
UAMA<>t: TO RENTED
PREMISES !Ea occurrenc;:el $300 000
- MED EXP (Any one 1>8rsotl) $5000
PERSONAL & ADV INJURY $1000000 -
GElll'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 Fl POLICY 0 jri,: □ LOC PRODUCTS • COMP/OP AGG S2 000 000 OTHER: s
. AUTOI\IOBILE LIABILITY 810-6S126005-22 -26-G 9/18/2022 9/18/2023 lE~~~:';.~~INGLE LIMIT s 1000000 -..... ,..L
ANY AUTO BODILY INJURY (Per per&0n) $
OWNED ~ SCHEDULED
AUTOS ONLY AUTOS BODILY INJURY (Per accidenl) S
f--
HIRED
f--
NON-OWNED r~~~RAMAG E s
-
AUTOS ONLY ~

AUTOS ONLY
s
B ...L UMBRELLA UAB
H OCCUR CUP-6S129947-22-26 9/18/2022 9/18/2023 EACH OCCURRENC E $5 000 000 EXCESS LIAB CLAIMS-MADE AGGREGA TE S5 000 000
OED I I RETENTION s $
C WORKERS COMPENSATION SUWC352595 6/1/2022 6/1/2023 ✓ I ~f:TUTE I I OTH-

AND EMPLOYERS' LIABILITY ER
Y/N

ANYPROPRIETORIPARTNER/EXECUTIVE
Cr] N/A E.L. EACH ACCIDENT S1000000
OFFICER/MEMBER EXCLUDED?
(Mandatory In NH) E.L. DISEASE - EA EMPLOYEE s1nMnnn
grst~~~ ~1;PERAT IONS below E.L. DISEASE - POLICY LIMIT $1000000 D Each Pollution Condition MKLV5ENV103780 9/13/2022 9/13/2023 2,000,000 Pollution Aggregate 4,000,000
DESCRIPTION OF OPERATIONS/ LOCATIONS I VEHICLES (ACORD 101, Additional Remarlts Schedule, may be attached If more space Is required) 0 30-day notice of cancellation I 10-days for non-payment of premium.

CERTIFICATE HOLDER
Proof of Insurance
I

CANCELLATION

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

AUTHORIZED REPRESENTATIVE "'~
'Y~,,1~
Dave Jacobson
© 1988-2015 ACORD CORPORATION. All rights reserved.

ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 70719120 I 22/21 GL/ BA/UHB{WC/Poll Rene wa l I La ure n Bie rma n I 10/6/2022 1:2 • :26 PM IPDT) I Page l of 12 This certi f i cate cance a and super s edes ALL previou s l y issued cer ti fic a t es.

DT22-CO-6S 124 780-TCT-22
Superio r Pavement Markings , Inc.

COMMERCIAL GENERAL LIABILITY
THIS ENDORSEMENT CHANG.ES TI-IE POLICY. PLEASE READ IT CAREFULL V.

BLANKET ADDITIONAL INSURED
(Includes Products-Completed Operations If Required By Contract) This endorsement modifies Insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE. PART

PROVISIONS
The following Is added to SECTION II - WHO IS AN
INSURED :

Any person or organization that you agree in a
written contract or agreement to include as an
additional Insured on this Cowrage Part is an
Insured, but only:
a. With respect to liability for "bodily injury" or
"property damage" that occurs, or for •personal
injury" caused by an offense that Is committed,
subsequent to the signing of that contract or
agreement and while that part of the contract or
agreement is in effect; and
b. If, and only to the extent that. such Injury or
damage is caused by acts or omissions of you or
your subcontractor in the performance of "your
wort• to which the written contract or agreement
applies. Such person or organization does not
qualify as an additional insured with respect to
the independent acts or omissions of such
person or organization.

The insurance provided to such additional insured is
subject to the folowing provisions:
a. If the Limits of Insurance of this Coverage Part
shown In the Declarations exceed the minimum
limits required by the written contract ,or
agreement, the insurance pro'tlided to the
additional insured wltl be limited to such
minimum required limits. For the purposes of
determining whether this limitation applies, tne
minimum limits reqlired by the written contract or
agreement will be considered to include the
minimum llmlls of any Umbrella or Excess
liablllty coverage required for the additional
insured by tnat written contract or agreement.

This provision will not increase the limits of
Insurance descr1bed in Section Ill - Units Of
Insurance.
b. The Insurance provided to such additional
insured does not aA)ly to:
(1) Any "bodily Injury", "property damage" or
"personal injury" arising out of the providing,
or failure to provide, any professional
architectural, engineering or surveying
services, including;
(a) The preparing, approving, or failing to
prepare or approve, maps, shop
drawings, opinions, reports, surveys,
field orders or change orders, or the
preparing, approving, or failing to
prepare or approve, drawings and
speclfications;and
(b) Supervisory, inspection, architectural or
engineering activities.
(2> Any "bodily injury" or "property damage"
caused by "your work" and included in the
"products-complet~ operations hazard"
unless the written contract or agreement
specifically requires you to provide such
coverage for that additional insured during
the polcy period.
c. The additional Insured must comply with the
following duties:
(1) Give us written notice as soon as practicable
of an "occurrence" or an offense which may
result in a claim. To the extent possible, such
nolloe should include:
(a) How, when and where the •occurrence"
or offense tOOk place;
(b) The names and addresses of any injured
persons and witnesses; and
(c) The nature and location of any injury or
damage arslng out of the "occurrence"
or offense.
(2) If a claim is made or "suit" IS brought against
the additional insured: ·
CG 02 48 0419 O 2018 The Travetera lndemnlly company. All rights N1118rved. Page 1 of 2 70719120 I 22/23 GL/BA/UMB/WC/Poll Renewal I Lauren Bierman I 10/6/2022 l ,24 , 26 PM (PDT} I Page 2 ot 12 This certificate cancels and supersedes ALL previously issued certific a tes.

COMMERCIAL GENERAL LIABILITY
(a) Immediately record the specifics of the
claim or •suir and the date received; and
(b) Notify us as soon as pradlcable and see
to it that we recelw written notice of the
claim or •sun• as soon as practicable.
(S) Immediately send us copies rl all legal
papers received in connection with the claim
or •suit", cooperate with us in the
investigation or settlement Df the claim or
defense against the •suit", and otherwise
comply witti all policy conditions.
(.t) Tender the defense and indemnity of any
claim or "suit" to any provider of other
Insurance which would cover such additional
insured for a loss we cover. However, this
condition does not affect whether the
Insurance provided to such additional
insured is primary to other insurance
available to such addltlonal insured which
covers that person or organization as a
named insured as described In Paragraph ,.,
other Insurance, of Section IV - Commercial
General Liability Conditions.

Page 2 of 2 ends

70719120 I 22/23 GL/BA/UNB/WC/Poll ~enewal I Lauren Bier:man I 10/6/2022 1,24,26 PM (PDT) I Page 3 of 12 Thie certificate cancels and supersedes ALL previously issued certificates.

DT22-CO -6S124 780-TCT-22
Superior Pavement Markings, Inc.

COMMERCIAL GENERAL LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

XTEND ENDORSEMENT FOR CONTRACTORS
This endorsement modifies insurance provided under the following:

COMIIERCIAL GENERAL LIABILITY COVERAGE PART
GENERAL DESCRIPTION OF COVERAGE - This endorsement broadens coverage. However, coverage for any fnjury. damage or medical expenses described in any of the provisions of this endorsement may •be excluded or limited by· another endorsement to this Cowrage Part, and these coverage broadening provisions do nol apply to the extent that coverage is excluded or United by such an endorsement . The following listing is a general coverage description only. Read all the provisions of this endorsement and the rest of )'Our poDcy carefully to determine rights, duties, and what is and is not covered .

A. \Nho Is An Insured - Unnamed Subsidiaries
B. Blanket Additional Insured - Governmental
Entitles - Permits Or Authortzations Relating To
Operations

PROVISIONS
A. WHO IS AN INSURED - UNNAMED

SUBSIDIARIES
The foUowtng Is added to SECTION II - WHO IS
AN INSURED:

Any of your subsidiaries, other than a partnership,
joint venture or limited liabilly company, that is
not shown as a Named lns.ured in the
Declarations is a Named Insured if:
a. You are the sole owner of, or mainlain an
ownership interest of more than 50% in, such
subsidiary on the first day of the policy pertod:
and
b. Such subsidiary is not an insured under
similar otner insurance.

No such subsidiary Is an insured for "bodily Injury"
or "property damage• that occurred. ,or "personal
and advertising lnW caused by an offense
committed:
a. Before you malnlalned an ownership interest
of more than 50% in such subsidiary; or
b. After the date, if any, during the policy period
that you no longer maintain an ownership
interest of more than 50% in such subsidiary .

For purposes of Paragraph 1. of Section II -Who
Is An Insured, each such subsidiary will be
cleemed to be designated in the Declarations as:

C. Incidental Medical Malpractice
D. Blanket Waiver Of Subrogation
E. contractual Liability - Railroads
F. Damage To Premises Rented To You
a. An organization other than a partnership, jOlnt
...enture or limited llabilly company; or
b. A trust;
as indicated in its name or the documents that
govern its structure.

B. BLANKET ADDITIONAL INSURED

GOVERNMENTAL ENTITIES - PERMITS OR

AUTHORIZATIONS RELATING TO OPERATIONS
The folowing is ackied to SECTION II - WHO IS
AN INSURED:

Any governmental ently that has issued a permit
or authorization with respect to operations
performed by you or on your behalf and that you
are required by any ordinance, law, building code
or written contract or agreement to Include as an
addllonal insured on this Coverage Part is an
insured, but only with respect to liability ·for "bodily injury", •property damage" or "personal and
advertising injury" arising out of such operations.

The insurance provided to such go\/emmental
entity does not apply to:
a. Any "bodly injury", "property damage• or
"personal and advertising injury" arising out of
operations performed for the governmental
entity; or
b. Any "bodily inj.lry" or "property damage"
included in the "products-completed
operations hazard" .

CG 03160219 O :2017 The Travelers Indemnity Company. Al rtghtS 1'8NMtd. Page 1 of 3 lneludn copyrighted mltertel of Insurance Service$ Office. Inc •• with Its permlalon . 70719l20 I 22/23 GL/BA/UMB/IIC/Poll Renewal I Lauren Bierman I 10/6/2022 1,24,26 PM (PDT) I Page 4 of 12 Thie certificate cancels and supersedes ALL previously issued certificaces.

COMMERCIAL GENERAL LIABILITY
C. INCIDENTAL MEDICAL MALPRACTICE

1. me following replaces Paragraph b. of the
definition of •OCCl.lrrence• in the
DEFINITIONS Section:
b. An act or omission committed in providing
or faiDng to provide •incidental medical
services", nrst aid or "Good Samaritan
services" to a person, unless you are In
the business or occupation of providirYJ
professional health care services.

2. The followlng replaces the last paragraph of
Paragraph 2.a.(1) of SECTION II - WHO IS
AN INSURED:

Unless you are In the business or occupation
of providing professional health care services,
ParagraphS (1)(a), (b), (c) and (d) above do
not apply to "bodily injury" arising out of
providing or falling to provide:
(a) "Incidental medical services" by any of
your "employees• who is a nurse, nurse
asslSlant, emergency medical technician
or paramedic; or
(b) First aid or "Good Samaritan sel'\flces" by
any of your "employees" or "volunteer
wortters", other than an employed or
volunteer doctor. Any such "employees"
or "volunteer worters• providing or failing
to provide first aid or •Good Samaritan
services" during their work hours for you
wta be deemed to be acting within the
scope of their employment by you or
performing duties related to the conduct
of your business .

3. The following replaces the last sentence of
Paragraph S. of SECTION Ill - LIMITS OF
INSURANCE:

For the purposes of determining the
applicable Each Occurrence Umit, all related
ads or omissions committed in providing or
failirYJ to provide "Incidental medical
services•, first aid or "Good Samaritan
services" to any one person will be deemed to
be one •occurrence".

4. The following exclusion Is added to
Paragraph z.. Exclusions, of SECTION I -

COVERAGES - COVERAGE A - BODILY

INJURY ANO PROPERTY DAMAGE
LIABILITY:

Sale Of Pharmaceuticals
"Bodily injury" or •property damage" arising
out of the violation of a penal statute or
ordinance relating to the sale of
pharmaceuticals committed by, or with the
knowledge or consent of, the insured.

5. The following is added to the DEFINITIONS
Section:
"Incidental medical services" means:
a. Medical, surgical, dental , laboratory, x-ray
or nursing service or treatment, advice or
instruction, or the related furnishing of
food or beverages; or
b. The furnishing or dispensing of drugs or
medical, dental, or surgical supplies or
appliances.

8. The following is added to Paragraph 4.b.,
excess Insurance, of SECTION IV -
COMMERCIAL GENERAL LIABI.ITY
CONDITIONS:

This insurance Is excess over any valid and
collectible other Insurance, whether primary,
excess, contingent or on any other basis, that
is available to any of your •employees" for
•bodily injury" that artses out of providing or
failing to provide "Incidental medical services•
to any person to the extent not subject. to
Paragraph 2.a.(1) of Section II - Who Is An
Insured.

0. BLANKET WAIVER OF SUBROGATION
The following is added to Paragraph a., Transfer
Of Rights or RKovery Against others To Us,
of SECTION IV - COMMERCIAL GENERAL
LIABILITY CONDITIONS:

If the insured has agreed in a contract or
agreement to waive that insured's right of
recovery against any person or organization, we
waive our right of recovery against such pe,son or
organization, but only for payments we make
because of:
a. "Bodily injury• or "property damage" that
occurs; or
b. "Personal and advertising in~ry" caused by
an offense that is committed;
subsequent to the execution of the contract or
agreement.

E. CONTRACTUAL UABILll'Y - RAIL.ROADS

1. The following replaces Paragraph c. of the
definition of "insured contract" in the
DEFINrrlONS Section:
c:. Any easement or license agreement;

Page 2 of 3 ends

lnckldea copyrts,acl m11tart11I of Insurance Sel'Ylces Office, Inc., with na permlMiOn. 707,19120 I 22/23 GL/BA/UIIB/WC/Poll Renewal I i:.atu,cen Bie,:man I 10/6/202:I l, '14 ,,6 PM (PDT) I Page S of 12 This certificate cancels and supersedes ALL previously issued certificates.

CG 03110219 o 2017 The Travele,. Indemnity Company. All rlghta raserved. 1nc1w:1 .. co~hted matertel of lnsuninc:e Servtcas Olllce, Inc., wlttl Ila pennlnlon. 70719120 I 22/23 GL/BA/DNB/WC/Poll Rene~al I Lauren Bj,ertMtt I 10/6/2022 l,24,26 PM (PDT) I Page 6 of 12 This certificate cancels and supersedes ALL previously iesued certificates.

Page 3 ends

2. Paragraph f.(1) of the definition .of "insured
contract" in the DEFINmONS Section Is
deleted .

F. DAMAGE TO PREMISES RENTED TO YOU
The following replaces the definition of •premises
damage• In the DEFINITIONS Section:
"Premises damage" means "property damage" to:

COMMERCIAL GENERAL LIABILITY
a. Any premises while rented to you or
temporatlly occupied by you with permission
,of the owner; or
b. The contents of any premises while such
premises is rented to you, If you rent such
premises for a period of seven or fewer
consecutive days.

POLICY NUMBER: DT22-CO-6S 124 780-TCT-22

COMMERCIAL GENERAL LIABILITY
ISSUE DATE: 9/18/2022
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY DESIGNATED PROJECT($)

GENERAL AGGREGATE LIMIT
This endor.;ement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE
Designated Project(s):

EACH "PROJECT" FOR WHICH YOU HAVE AGREED.

IN A WRITTEN CONTRACT WHICH IS IN EFFECT
DURING THlS POL.I CY PERIOD, TO PROVlDE A

SEPARATE GENERAL AGGREGATE LUU T, PROVIDED
THAT THE CONTRACT .IS SIGNE.D ANO EXECUTED
BY YOU BEFORE THE "B0Oil 'Y INJURY" OR
uPROPE'RTY DAMAGE " OCCURS •
A. For all sums which the insured becomes legally
obligated to pay ais dama,ges caused by ·occur
rences" under COVERAGE A. (SECTION I), and
for all medical expenses caused by accidents un
der COVERAGE C (SECTION I). wnlch cen be
attributed only to operations et e single desig
nated •projectA shown In the Schedule above :

1. A separate Designated Project General Ag
gregate· Limit applies to each designated "pro
ject", and that limit Is equal to the amount of
the General Aggregate Limit shown In the
Oeciaratlons, unless separate Designated
Proje.ct General Aggregate(s) are sched
uled above .

2. The Oesrgnated Project General Aggregate
Limit ls the most we wtU pa.y for the sum of all
damages under COVERAGE A., except
damages because of "bodlly Injury" or "prop
erty· damage" Included In the "products
completed operations hazan:r, and for medi
cal expenses under COVERAGE C, regard
less of the number or:
a. Insureds;
b. Clalrns made or ·soits· brought; or
c. Persons or organizations making claims
or bringing •suits".

Designated Project
General Aggregate(s):

GENERAL AGGREGATE
LIMI.T SHOWN ON THE

DECLARATIONS

3. Any payments made under COVERAGE A.
for damages or under COVERAGE C. for
medica l expenses shall reduce Che Desig
nated Project General Aggregate llmH for
that designated "project·. Such payments
shall not reduce the General Aggregate Limit
shown in the Declarations nor shall they re
duce any other Designated Project General
Aggregate limit for any other designated
"projed .• shown In the Schedule above.

4. The limits shown in the Declarations for Each
Occunence, Damage To Premises Rented
To You and Medical Expense cont inue lo
apply. However, Instead of being subject lo
the General Aggregate Llmh shown in the
Declarations, such limits will be subject to the
applicable Designated Project General Ag
gregate Limit
B. For all sums which the Insured b-ecomes legally
obligated to pay as damages caused by "occur
rences" under COVERAGE A. (SECTION I), and
for all medical expenses caused by accidents un
der COVERAGE c. (SECTION I), which cannot
be attributed only to operaUons at a single desig
nated "project" shown in the Schedule above:

CG 0211 01 04 Copyright, The Traveler.; Indemnity Company, 2004 Page 1 of 2 ?0719120 I 22123 Gr../BA/UNBIWC/Poll Renewal I Laucen Bierman I 10/6/i022 1,24,26 PM (PDTI I Paqe 7 of 12 This certificate cancels and supersedes ALL previously issued certificates.

COMMERCIAL GENERAL LIABILITY

1. Any payments made under COVERAGE A.
for damages or under COVERAGE C. for
med1cal expenses shall reduce the amount
available under the General Aggregate limit
or the Products-Completed Operations Ag
gregate limit, whichever Is applicable: and

2. Such payments shall not reduce any Desig
nated Project General Aggrega~e Limit.

C. Part 2. of SECTION Ill - LIMITS OF INSURANCE
ls deleted and replaced by the following:

2. The General Aggregate limit is the most we
will pay for the sum of:
a. Damages under Coverage 8; and
b. Damages from "occurrences" under
COVERAGE A (SECTION I) and for all
medical expenses caused by accidents
under COVERAGE C (SECTION I) which
cannot be attributed only to operalions at
a single designated "project" shown in the
SCHEDULE a.bove.

0. When coverage for liability · arising out of the
"pr0duct5-completed operations hazan:t" Is pro-
vided, any payments for damages because. of
"bodily Injury" or "property damage• Included in
the "products-completed operations hazan:J" will
reduce the Products-Completed OperaUons Ag
gregate Limit, and not reduce the General Aggre
gate Limit nor the Designated Project General
Aggregate Limit.

E. For the purposes of this endorsement the Defini
tions Section is amended by the addition of the
following deftnhlon:
"Projed· means an area away from premises
owned by or rented to you at which you are per
fonnlng operations pursuant to a contract or
agreement. For the purposes or determining the
appllcable aggregate limit or Insurance, each
"project" that includes premises Involving the
same or connecting lots, or premises whose con
nection is intem.1pted only by a street, roadway,
waterway or right-of-way of a railroad shall be
considered a single "project".

F. The· provisions of S·ECTION 111 - LIMITS OF
INSURANCE not otherwise modified by this en
dorsement ·shall continue to apply as stipulated.

Page 2 of 2 ends

70719120 I 22/23 GL/BA/UKB/WC/PoH Renewal I Lauren Bierman I 10/6/2022 1,24,26 PH (PDT) I Page 8 of 12 This certificate cancels and supersedes ALL previously issued certificates.

Superior Pavement Markings , Inc.

POLICY NUMBER: 810-6S 126005-22-26-G

COMMERCIAL AUTO
nus ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY .

BLANKET ADDITIONAL INSURED - PRIMARY AND

NON-CONTRIBUTORY WITH OTHER INSURANCE -

CONTRACTORS
This endorsement modifies Insurance provided under the following:

BUSINESS AUTO COVERAGE FORM

PROVISIONS
t. The following is added to Paragraph c. In A. 1 ••
Who II An Insured, of SECTION II - COVERED
AUl'OS LIABILITY COVERAGE:

This lndiJdes any person or organization who you
are required under a written contract or
agreement, that Is signed by you before the
•bodily Injury' or "property damage• occurs and
that Is In effect during the pollcy period, to name
as an additional Insured for covered Autos
llablDty Coverage, but only for damages to which
this Insurance applies and only to the e.>etent of
that person's or organization's liability for the
conduct of another "Insured•.

2. The following is added to Paragraph B.6., Other
Insurance of SECTION IV - BUSINESS AUTO
CONDITIONS:

Regardless of the provisions of paragraph L and
paragraph d. of this part 6. Other ln•uraoce, this
Insurance Is primary to and non-contribut,ory with
applicable other Insurance under which an
additional Insured person or organlzatiOn is a
named Insured when a written contract or
agreement with you, that Is signed by you before
the •boduy Injury' or "property damage• occurs
and that is in effect durfng the polk:,y period,
requires this Insurance to be pnmaliY and non
contributory.

CAT411021& u 2018 The Travale19 lnd11mnlty Company. AD rlghll NINrved. Page 1 of 1 lncludea coptrlghted material of lneurance Servlcn Office, Inc. wtth ils penn"->n. 707.19120 I 22(23 GL/BA/Ul1B/WC/Poll Renewal I Lauren Bierman I 10/6/2022 l: 2 4 :26 PM (PDTI I Page 9 of 12 Thia certificate cancels and supersedes ALL previously issued certificates.

POLICY NUMBER: COMMERCIAL AUTO
OA20011013
THIS ENDORSEMENT CHANGES THE POLICY. PLFASE READ rT CAFEFULLV.

LESSOR -ADDITIONAL INSURED AND LOSS PAYEE
This endorsement modifies insurance provided under the following:

AUTO DEALERS COVERAGE FORM

BUSINESS AUTO COVERAGE FORM

MOTOR CARRIER COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified b-j the endorsement.

This endorsement changes the policy effective on the inception date of the policy unless another date is Indicated below.

Named lnaured: Superior Pavement Markings , Inc.

Endorsement Effective Date: 911812022

SCHEDULE
Insurance Company: Travelers Property Casualty Co of Amer Polley Number: 810-6S 126005-22-26-G I Effecllve Data: 9/18/2022 ,Expiration Date: 9/18/ 2023
Named Insured: Superior Pavement Markings , Inc.

Address: 5312 Cypress St. Cypress CA 90630
AddhlonaJ Insured (Lessor):

Address:

Designation Or Description
Of •Leued Autos•:

CA20 0110 ·13 C Insurance Services Office, Inc., 2011
70719120 I 22/<3 GL/BA/UHB/WC/Poll Renewal I Lauren Bierman I 10/6 / 2022 1•24:26 Pl'! (PDT) I Page 10 of 12 This certificate cancels and supersedes ALL previously issued certificates.

Page 1 of 2 ends

Covaraaes Limit Of ln1Urance
Cowred Autos Llabftltv Each "Accident"
Actual Cash Value Or Cost Of Repair Whichever Is Less, Minus Comprehensive Deductible For Each Covered "Leased Auto" Actual cash Value Or Cost Of Repair Whichever Is Less, Minus Collision Deductible For Each Covered "Leased Auto"
Specffled Actual cash Value Or Cost Of Repair Whichever Is Less, Minus Cauaes Of LOSI Deductible For Each Covered "Leased Auto· Information reauired to comnlAte this Schedule if not shown above. will be shown In the Declarations.

A. Cowrage

1. Any "leased auto" designated or described in
the Schedule will be considef'ed a covered
"auto· you own and not a covered "auto• you
hire or borrow.

2. For a "leased auto" designated or described In
the Schedule, the Who Is An Insured provision
under Covered Autos Llabllty Cowrage is
changed to include as an "Insured" the lessor
named in the Schedule. Howewr, the lessor is
an "insured" only for "bodily Injury" or
"property damage• resulting from the acts or
omissions by:
a. You;
b. Any of your "employees• or agents; or
c. Any person, except the lessor or any
"employee" or agent of the, lessor, operating
a "leased auto· with the permission of any
of the above.

3. The coverages provided under this
endorsement apply to any "leased auto"
described in the Schedule until the expiration
date shown in the Schedule, or when the
lessor or his or her agent takes possession of
the "leased auto", whichever occurs first.

B. Lou Payable ClaU98

1. We will pay, as interest may appear, you and
the lessor named in this endorsement for "loss"
to a ·1easec1 auto".

2. The insurance covers the Interest of the lessor
unless the "loss" results from fraudulent acts or
omissions on your part.

3. If we neke any payment to the lessor, we will
obtain his or her rights against any other party.
c. Cancellation . _ ___ . ... -·- •.....

1. If we cancel the policy, we will mail notice to the
lessor in accordance with the Cancellation
Common Policy Condition.

2. If you cancel the polcy, we will mail notice to
the lessor.

3. Cancellation ends this agreement.

D. The lessor is not liable for payment of your
premiums.

E. Addldonal Definition
As used in this endorsement:
"Leased auton means an "auto" leased or rented to
you, lndudlng any substitute, replacement or extra
"auto· needed to meet seasonal or other needs,
under a leasing or rental agreement that requires
you to provide direct primary insurance for the
lessor.

Page2of2 O Insurance Services Office, Inc., 2011 CA 20011013 70719120 I 22/23 G~/BA/UM8 / l<C/ Poll Renewal I Lauren Bierman I 10/6/2022 1:24:26 PH (PDT) I Page ll of 12 This certificate cancels and supersedes J\.LL previously issued certificates . . WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 0410 C (Ed. 01-19)

WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT-CALIFORNIA

BLANKET BASIS
We have the right to recover our payments from anyone liable for an injury covered by this policy . We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) The additional premium for this endorsement shall be calculated by applying a factor of 2% to the total manual premium , with a minimum initial charge of $350 , then applying all other pricing factors for the policy to this calculated charge to derive the final cost of this endorsement.

This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule .

Blanket Waiver
Person/Organization
Job Description
All CA Operations
Schedule
Blanket Waiver - Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver.

Waiver Premium (prior to adjustments)
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective: 06/01/2022 PolicyNo.: SUWC352595 Endorsement No.:

Insured: Superior Pavement Markings, Inc.

Insurance Company: Redwood Fire and Casualty Ins Co
WC 99 0410 C
(Ed. 01-19)
Premium$
Countersigned by ________________ _
70719120 I 22/23 GL/BA/UMB/WC/Poll Renewal I Lauren Bierman I 10/6/2022 1,24,26 Pl'I (PDT) I Page 12 of 12 This certificate cancels and aupersedes ALL previously isaued certificates.

BIDDER'S STATEMENT RE DEBARMENT
(To Accompany Proposal)

GREEN PAINT BIKE LANE ENHANCEMENT PROJECT
CONTRACT NO. 9599
1) Have you or any of your subcontractors ever been debarred as an irresponsible bidder by another jurisdiction in the State of California?
x
yes no
2) If yes, what was/were the name(s) of the agency(ies) and what was/were the period(s) of debarment(s)? Attach additional copies of this page to accommodate more than two debarments.

NIA
party debarred party debarred
agency agency
period of debarment period of debarment
BY CONTRACTOR:
r)
By: --"-..:::;_---:;..._- <.,_ _____ _
(sign here)
Darren Veltz, Chief Financial Officer
(print name/title)
Page __ of __ pages of this Re Debarment form
ft
\..;J Revised 5/10/16 Contract No. 9599 Page 21 of 121

BIDDER'S DISCLOSURE OF DISCIPLINE RECORD
(To Accompany Proposal)

GREEN PAINT BIKE LANE ENHANCEMENT PROJECT
CONTRACT NO. 9599
Contractors are required by law to be licensed and regulated by the Contractors' State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within 10 years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors' State License board, P.O. Box 26000, Sacramento, California 95826. 1) Have you ever had your contractor's license suspended or revoked by the California Contractors' State license Board two or more times within an eight year period? X
yes no
2) Has the suspension or revocation of your contractor's license ever been stayed? x
yes no
3) Have any subcontractors that you propose to perform any portion of the Work ever had their contractor's license suspended or revoked by the California Contractors' State license Board two or more times within an eight year period?
X
yes no
4) Has the suspension or revocation of the license of any subcontractor's that you propose to perform any portion of the Work ever been stayed?
X
yes no
5) If the answer to either of 1. or 3. above is yes fully identify, in each and every case, the party disciplined, the date of and violation that the disciplinary action pertain to, describe the nature of the violation and the disciplinary action taken therefore.

N/A
(If needed attach additional sheets to provide full disclosure.) Page __ of __ pages of this Disclosure of Discipline form '-' • .,. Revised 5/10/16 Contract No. 9599 Page 22 of 121

BIDDER'S DISCLOSURE OF DISCIPLINE RECORD
(CONTINUED)
(To Accompany Proposal)

GREEN PAINT BIKE LANE ENHANCEMENT PROJECT
CONTRACT NO. 9599
1) If the answer to either of 2. or 4. above is yes fully identify, in each and every case, the party whose discipline was stayed, the date of the violation that the disciplinary action pertains to, describe the nature of the violation and the condition (if any) upon which the disciplinary action was stayed.

NIA
(If needed attach additional sheets to provide full disclosure.) BY CONTRACTOR:

Superior Pavement Markings Inc.

By: ~:o~
(sign here)
Darren Veltz, Chief Financial Officer
(print name/title)
Page __ of __ pages of this Disclosure of Discipline form ft
\..J Revised 5/10/16 Contract No. 9599 Page 23 of 121

NONCOLLUSION DECLARATION TO BE EXECUTED BY

BIDDER AND SUBMITTED WITH BID
PUBLIC CONTRACT CODE SECTION 7106

GREEN PAINT BIKE LANE ENHANCEMENT PROJECT
CONTRACT NO. 9599
The undersigned declares:

I am thechief Financial Officer of Su~rior Pavement , the party making the foregoing bid.

Ma mgs Inc.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham.

The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true.

The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

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

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on ~\lCtA\a(,y l\ , 20 l. 1,... at Ontario [city], California [state].
~-0-
Signature of Bidder Darren Veltz, Chief Financial Officer r. .., Revised 5/10/16 Contract No. 9599 Page 24 of 121 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the cloc11ment to which this cerlificate is attached . ancl not the tmthfiilness . acc11racv. or valiclitv of that clocnment .

State of California
County of ----=S=an==--cB=-=-ern=ar=-=d=in'-'-o"--__
On ----"-N-'-oa...v'""'e=m=b=--e=r_4.c..,,-=2"-'0=2=2'--___ before me, Rebecca Parra, Notary Public Date Here Insert name and Tttla of the Officer
personally appeared Darren Veltz
Name(a) or Signer(e)
-----------------------------------------'
Place Notary Seal Above
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/a,:e subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/hefllReir signature(&) on the instrument the person(s), or the entity upon behalf of which the person(&) acted, executed the instrument.

I certify under PENAL TY OF PERJURY under the laws of the State of California that the forgoing paragraph is true and correct.

WITNESS my :and~ cial seal. ( . _//
Signature ~ ~
- -•"--....;;.J-=-'"""'"''""""'"'s1"-'gn.,a-tu-re_o_f ""'Nt"'ta'-ry""'P~u,.b'"'uc=-=-"""-""'------ ----------OPTIONAL-----------------
Though the information below is not required by law, it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document.

Description of Attached Document
Title or Type of Document --=-N'--'o=n-=---=Cc....co=l=l u=s=i-=-on=-=D=-e-=-c=l=ar=a=t ___ io=n=------------- Document Date: ---=--N'-=o'--'v-=e=m=b"--'e=r_4"'"''-=2~0=2=2"------Number of Pages: 1 Signer(s) Other Than Named Above: None
Capacity(ie&) Claimed by Signer(&)
Signer's Name: -----=□""a""'rr_,.e-'-'n__,V,....,e,,_,_ltz=----- □ Individual
X Corporate Officer - Title(s): Chief Financial Officer □ Partner D □ Limited □ General
□ Attorney in Fact
□ Trustee
o Other: ________ _
Signer is Representing:

Su erior Pavement Markin s Inc
1, f 11 1 H! 1(.1!,~ PINT

OF SIGNFR
Top of thumb here
Signer's Name: ____________ _
□ Individual
□ Corporate Officer - Title(s): ______ _
□ Partner D □ Limited o General
□ Attorney in Fact
□ Trustee
□ Other: _______ _
Signer is Representing:
t)I HJ J •i If ,,If h.1!\; ~

OF SIGN FR
Top of thumb here

CONTRACT

PUBLIC WORKS
This agreement is made this 1 '-/-th day of Q..Q a 2-IY) 6 of: . 2022, by and between the City of Car1sbad, California, a municipal corporation, (hereinafter called "Clty'1, and Superior Pavement Markings Inc., whose principal place of business is 5312 Cypress Street, Cypress, California 90630 (hereinafter called "Contractor'') .

City and Contractor agree as follows:

1. Description of Work. Contractor shall perform all work specified in the Contract documents for:

GREEN PAINT BIKE LANE ENHANCEMENT PROJECT
CONTRACT NO. 9599
(hereinafter called "project'1

2. Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools, equipment, and personnel to perform the work specified by the Contract Documents.

3. Contract Documents. The Contract Documents consist of this Contract, Notice Inviting Bids, Contractor's Proposal, Bidder's Bond, Noncollusion Declaration, Designation of Subcontractors, Technical Ability and Experience, Bidder's Statement Re Debarment, Escrow Agreement, Release Form, the Plans and Specifications, the General Provisions, addendum(s) to said Plans and Specifications and General Provisions, and all proper amendments and changes made thereto in accordance with this Contract or the Plans and Specifications, and all bonds for the project; all of which are incorporated herein by this reference.

Contractor, her/his subcontractors, and materials suppliers shall provide and install the work as indicated, specified, and implied by the Contract Documents. Any items of work not indicated or specified, but which are essential to the completion of the work, shall be provided at the Contractor's expense to fulfill the intent of said documents. In all instances through the life of the Contract, the City will be the interpreter of the intent of the Contract Documents, and the City's decision relative to said intent will be final and binding. Failure of the Contractor to apprise subcontractors and materials suppliers of this condition of the Contract will not relieve responsibility of compliance.

4. Payment. For all compensation for Contractor's performance of work under this Contract, City shall make payment to the Contractor per section 9-3 PAYMENT of the General Provisions section of this contract. The Engineer will close the estimate of work completed for progress payments on the last working day of each month. The City shall withhold retention as required by Public Contract Code Section 9203.

5. Independent Investigation. Contractor has made an independent investigation of the jobsite, the soil conditions at the jobsite, and all other conditions that might affect the progress of the work, and is aware of those conditions. The Contract price includes payment for all work that may be done by Contractor, whether anticipated or not, in order to overcome underground conditions. Any information that may have been furnished to Contractor by City about ft
\i1 Revised 5/10/16 Contract No. ~ Page 25 of 121

Revised 5/10/16 Contract No. 9599 Page 26 of 121
underground conditions or other job conditions is for Contractor's convenience only, and City does not warrant that the conditions are as thus indicated. Contractor is satisfied with all job conditions, including underground conditions and has not relied on information furnished by City.

6. Hazardous Waste or Other Unusual Conditions. If the contract involves digging trenches or other excavations that extend deeper than four feet below the surface Contractor shall promptly, and before the following conditions are disturbed, notify City, in writing, of any:

A. Hazardous Waste. Material that Contractor believes may be material that is hazardous waste, as defined in section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law.

B. Differing Conditions. Subsurface or latent physical conditions at the site differ ing from those indicated.

C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract.

City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in contractor's costs of, or the time required for, performance of any part of the work shall issue a change order under the procedures described in this contract.

In the event that a dispute arises between City and Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the contractor's cost of, or time required for, performance of any part of the work, contractor shall not be excused from any scheduled completion date provided for by the contract , but shall proceed with all work to be performed under the contract. Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties.

7. Immigration Reform and Control Act. Contractor certifies it is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC sections 1101-1525) and has complied and will comply with these requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontrac tors, and consultants that are included in this Contract.

8. Prevailing Wage. Pursuant to the California Labor Code, the director of the Department of Industrial Relations has determined the general prevailing rate of per diem wages in accordance with California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage rates is on file in the office of the City Engineer and is incorporated by reference herein. Pursuant to California Labor Code, section 1775, Contractor shall pay pr evailing wages.

Contractor shall post copies of all applicable prevailing wages on the job site. Contractor shall comply with California Labor Code, section 1776, which generally requires keeping accurate payroll records, verifying and certifying payroll records, and making them available for inspection.

Contractor shall require all subcontractors to comply with Section 1776.

9. Indemnification. Contractor shall assume the defense of, pay all expenses of defense, and indemnify and hold harmless the City, and its officers and employees, from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from or in connection with the performance of the Contract or work; or from any failure or alleged failure 0 Revised 5/10/16 Contract No. 9599 Page 27 of 121
of Contractor to comply with any applicable law, rules or regulations including those relating to safety and health; and from any and all claims, loss, damages, injury and liability, howsoever the same may be caused, resulting directly or indire ctly from the nature of the work covered by the Contract, except for loss or damage caused by the sole or active negligence or willful misconduct of the City. The expenses of defense include all costs and expenses including attorneys' fees for litigation, arbitration, or other dispute resolution method.

Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, and Contractor will pay all costs, including defense costs for the City.

Defense costs include the cost of separate counsel for City, if City requests separate counsel.

Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation by the Contractor, whether intentional or otherwise, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel.

10. Insurance. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his or her agents, representatives, employees or subcontractors. Said insurance shall meet the City's policy for insurance as stated in City Council Policy # 70.

(A) Coverages And Limits Contractor shall maintain the types of coverages and minimum limits indicted herein:

a. Commercial General Liability Insurance : $2,000,000 combined single limit per occurrence for bodily injury and property damage. If the policy has an aggregate limit, a separate aggregate in the amounts specified shall be established for th e risks for which the City or its agents, officers or employees are additional insured.

b. Business Automobile Liability Insurance : $2,000,000 combined single limit per accident for bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non -owned or hired, and whether scheduled or non-scheduled.

c. Workers' Compensation and Employers' Liability Insurance: Workers' compensation limits as required by the Labor Code of the State of California and Employers’ Liability limits of $1,000,000 per incident. Workers' compensation offered by the State Compensation Insurance Fund is acceptable to the City.

(B) Additional Provisions: Contractor shall ensure that the policies of insurance required under this agreement with the exception of Workers’ Compensation and Business Automobile Liability Insurance contain, or are endorsed to contain, the following provisions.

a. The City, its officials, employees and v olunteers are to be covered as additional insured as respects: liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the contractor; premises owned, leased, hired or borrowed by the contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officials, employees or volunteers. All additional insured endorsements must be 0 Revised 5/10/16 Contract No. 9599 Page 28 of 121
evidenced using separate documents attached to the certificate of insur ance; one for each company affording general liability, and employers’ liability coverage.

b. The Contractor's insurance coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self -insurance maintained by the City, its officials, employees or volunteers shall be in excess of the contractor's insurance and shall not contribute with it.

c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officials, employees or volunteers.

d. Coverage shall state that the contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.

(C) Notice of Cancellation. Each insurance policy required by this agreement shall be endorsed to state that coverage shall not be nonrenewed, suspended, voided, canceled, or reduced in coverage or limits except after ten (10) days' prior written notice has been sent to the City by certified mail, return receipt requested.

(D) Deductibles and Self-Insured Retention (S.I.R.) Levels. Any deductibles or self-insured retention levels must be declared to and approved by the City. At the option of the City, either:
the insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the City, its officials and employees; or the contractor shall procure a bond guaranteeing payment of losses and related investigation, claim administration and defense expenses.

(E) Waiver of Subrogation. All policies of insurance required under this agreement shall contain a waiver of all rights of subrogation the insurer may have or may acquire against the City or any of its officials or employees.

(F) Subcontractors. Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor. Coverages for subcontractors shall be subject to all of the requirements stated herein.

(G) Acceptability of Insurers. Insurance is to be placed with insurers that have a rating in Best's Key Rating Guide of at least A -:VII. Insurers must also be authorized to transact the business of insurance by the State of California Insurance Commissioner as admitted carriers as evidenced by a listing in the official publication of the Department of Insurance of the State of California and/or under the standards specified by City Council Policy # 70.

(H) Verification of Coverage. Contractor shall furnish the City with certificates of insurance and original endorsements affecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be in forms approved by the City and are to be received and approved by the City before the Contract is executed by the City.

(I) Cost of Insurance. The Cost of all insurance required under this agreement shall be included in the Contractor's bid.

0 11. Claims and Lawsuits. All claims by contractor for $375,000 or less shall be resolved in accordance with the provisions in the Public Contract Code, Division 2, Part 3, Chapter 1, Article

1.5 (commencing with section 20104) which are incorporated by reference. A copy of Article 1.5 is included in Section 3 of the General Provisions. The contractor shall initially submit all claims over $375,000 to the City using the informal dispute resolution process described in Public Contract Code subsections 20104.2(a), (c), (d). Notwithstanding the provisions of this section of the contract, all claims shall comply with the Government Tort Claim Act (section 900 et seq., of the California Government Code) for any claim or cause of action for money or damages prior to filing any lawsuit for breach of this agreement.
(A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to the City must be asserted as part of the contract process as set forth in this agreement and not in anticipation of litigation or in conjunction with litigation. (B) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may be considered fraud and the Contractor may be subject to criminal prosecution. (C) Government Code. Contractor acknowledges that California Government Code sections 12650 et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of the information. (D) Penalty Recovery. If the City of Carlsbad seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. (E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a false claim may subject the Contractor to an administrative debarment proceeding wherein the Contractor may be prevented from further bidding on public contracts for a period of up to five years.
(F) Carlsbad Municipal Code. The provisions of Carlsbad Municipal Code sections 3.32.025,

3.32.026, 3.32.027 and 3.32.028 pertaining to false claims are incorporated herein by reference. (G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that debarment by another jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or subcontractor from participating in future contract bidding. (H) Jurisdiction. Contractor agrees and hereby stipulates that the proper venue and jurisdiction for resolution of any disputes between the parties arising out of this agreement is San Diego County, California. ,c:_
I have read and understand all provisions of Section 11 above. ~ nit _r___ init

12. Maintenance of Records. Contractor shall maintain and make available at no cost to the City, upon request, records in accordance with sections 1776 and 1812 of Part 7, Chapter 1, Article 2, of the Labor Code. If the Contractor does not maintain the records at Contractor's principal place of business as specified above, Contractor shall so inform the City by certified letter accompanying the return of this Contract. Contractor shall notify the City by certified mail of any change of address of such records.
(\ ti Revised 5/10/16 Contract No. 9599 Page 29 of 121

Revised 5/10/16 Contract No. 9599 Page 30 of 121

13. Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with section 1720 of the Labor Code are incorporated herein by reference.

14. Security. Securities in the form of cash, cashier's check, or certified check may be substituted for any monies withheld by the City to secure performance of this contract for any obligation established by this contract. Any other security that is mutually agreed to by the Contractor and the City may be substituted for monies withheld to ensure performance under this Contract.

15. Unfair Business Practices. In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, servic es, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the parties.

16. Provisions Required by Law Deemed Inserted. Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to be inserted herein and included herein, and if, through mistake or otherwise, any such provision is not inserted, or is not correctly inserted, then upon application of either party, the Contract shall forthwith be physically amended to make such insertion or correction.

///

0 17. Additional Provisions. Any additional provisions of this agreement are set forth in the "General Provisions" or "Supplemental Provisions" attached hereto and made a part hereof.

NOl AR,IAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE

ATTACHED
(CORPORA TE SEAL)
CONTRACTOR:
(sign here)
(s· n ere)
:Rober2.+ >2lWC\ g , VP
(print name and title)
BA..D a municipal corporation
I rnia

FAVIOLA MEDINA
City Clerk Services Manager
President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under the corporate seal empowering that officer to bind the corporation.

APPROVED AS TO FORM:

CINDIE K. McMAHON
City Attorney
By: ~ f{ • ~
Assistant City Attorney
ft
f.J Revised 5/10/16 Contract No. 9599 Page 31 of 121
Bond No.7437315

LABOR AND MATERIALS BOND
WHEREAS, the City of Carlsbad, State of California, has awarded to Superior Pavement Markings Inc., (hereinafter designated as the "Principal"), a Contract for:

GREEN PAINT BIKE LANE ENHANCEMENT PROJECT
CONTRACT NO. 9599
in the City of Carlsbad, in strict conformity with the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad and all of which are incorporated herein by this reference.

WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of their subcontractors shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon or about the performance of the work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth.

NOW, THEREFORE, WE, Superior Pavement Markings Inc., as Principal, (hereinafter designated as the "Contractor"), and Old Republic Surety Company
as Surety, are held firmly bound unto the City of Carlsbad in the sum of three hundred seventy two thousand three hundred forty-three dollars ($372,343), said sum being an amount equal to:
one hundred percent (100%) of the total amount payable under the terms of the contract by the City of Carlsbad, and for which payment well and truly to be made we bind ourselves, our heirs , executors and administrators, successors, or assigns, jointly and severally, firmly by these presents .

THE CONDlllON OF THIS OBLIGATION IS SUCH that if the Contractor or his/her subcontractors fail to pay for any materials, provisions, provender, supplies, or teams used in, upon , for, or about the performance of the work contracted to be done, or for any other work or labor thereon of any kind, consistent with Califomia Civil Code section 9100, or for amounts due under the Unemployment Insurance Code with respect to the work or labor performed under this Contract. or for any amounts required to be deducted , withheld , and paid over to the Employment Development Department from the wages of employees of the contractor and subcontractors pursuant to section 13020 of the Unemployment Insurance Code with respect to the work and labor, that the Surety will pay for the same, and, also, in case suit is brought upon the bond, reasonable attorney's fees, to be fixed by the court consistent with California Civil Code section 9554.

This bond shall inure to the benefit of any of the persons named in California Civil Code section 9100 , so as to give a right of action to those persons or their assigns in any suit brought upon the bond.

Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract , or to the work to be performed hereunder or the specifications accompanying the same shall affect its obligations on this bond, and it does hereby waive notice of any change , extension of time, alterations or addition to the terms of the contract or to the work or to the specifications.
l' •,;' Revised 5/10/ 16 Contract No. 9599 Page 32 of 121 In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall not exonerate the Surety from its obligations under this bond.

SIGNED AND SEALED, this __ 1 ..... s .... t ___ day of ____ D=e~ce-m ___ b __ e-r _____ , 20....n._ Superior Pavement Markings, Inc. (SEAL)
By: __ ~_ '_(P-r-in_ci_~-0-~---~---
(Signature}
wrron lielfx--. CFd
(Print Name & fitle}
Old Republic Surety Company (SEAL)
By ~
~
Scott Salandi, Attorney-in-fact
(Print Name & Title)
(SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY -ATTACH ATTORNEY-IN-FACT CERTIFICATE} APPROVED AS TO FORM:

CINDIE K. McMAHON
City Attorney .

By: ~ /(_ ~
Ailiiilii~aRt City Attorney
,,
•~ Revised 5/10/16 Contract No. 9599 Page 33 of 121

ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.

State of California
County of San Bernardino )
On 12/5/2022 before me, Taylor Suzanee Heeney, a Notary Public (insert name and title of the officer)
personally appeared _D_a_r_re_n_V_e_ltz __________________ - __ _ who proved to me on the basis of satisfactory evidence to be the persol').(.eY"whose nam~sl,are subscribed to the within instrument and acknowledged to me that hef.sAe1Ibey-executed the same in his/,l)eflJPetr authorized capacity_Jj.e8r, and that by his(Jl.er1Uletr signatur~on the instrument the perso~ or the entity upon behalf of which the perso~cted, executed the instrument.

I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.
(Seal)
········1 TAYLOR SUZANEE HEENEY
Notary Public • Caltforni• :

San S.mardino County ~
Commission• 2385707 -
y Comm. Exptm Dec a, 2025

State of California
County of Orange )
On /1,~ ? ?tl'.1::L-::: before me, Lauren Emily Bierman, Notary Public (insert name and title of the officer)
personally appeared _S_c_o_tt_S_a_la_n_d_i _____________________ _ who proved to me on the basis of satisfactory evidence to be the person( s) whose name( ») is/a,a:
subscribed to the within instrument and acknowledged to me that he/sktt~ executed the same in his/kl!Jttkttir authorized capacity( ~ , and that by his/kl!Jttkttir signature( ~) on the instrument the person( s), or the entity upon behalf of which the person( s) acted, executed the instrument.

I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seaL
(Seal)
•**• * * ! OLD REPUBLIC SURETY COMPANY
**•** POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That OLD REPUBLIC SURETY COMPANY. a V\/isconsin stock insurance corporation, does make, constitute and appoint:

Scott Salandi, David Jacobson of Irvine. CA
its true and lawful Attomey(s)-in-Fact, with full power and authority for and on behalf of the company as surety, to execute and deliver and affix tt,e seal of the company thereto (if a seal is required), bonds, undertakings, recognizances or other written obligations in the nature thereof, (other than bail bonds, bank depository bonds, mo_rtgage deficiency bonds, mortgage guaranty bonds, guarantees of installment paper and note guaranty bonds, self-insurance workers compensation bonds guaranteeing payment of benefits, or black lung bonds), as follows:

ALL WRITTEN INSTRUMENTS
and to bind OLD REPUBLIC SURETY COMPANY thereby, and all of the acts of said Attorneys-in-Fact, pursuant to these presents, are ratified and confirmed.

This appointment is made under and by authority of the board of directors at a special meeting held on February 18, 1982.

This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the board of directors of the OLD REPUBLIC SURETY COMPANY on February 18,1982.

RESOLVED that, the president. any vice-president or assistant vice president, in conjunction with the secretary or any assistant secretary, may appoint attorneys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case, for and on behalf of the company to execute and deliver and affix the seal of the company to bonds, undertakings. recognizances, and suretyship obligations of all kinds: and said officers may remove any such attorney-in-fact or agent and revoke any Power of Attorney previously granted to such person.

RESOLVED FURTHER, that any bond, undertaking, recognizance. or suretyship obligation shall be valid and binding upon the Company (i) when signed by the president, any vice president or assistant vice president. and attested and sealed (if a seal be required) by any secretary or assistant secretary: or
(ii) when signed by the president, any vice president or assistant vice president, secretary or assistant secretary, and countersigned and sealed (if a seal be required) by a duly authorized attorney-in-fact or agent: or (iii) when duly executed and sealed (if a seal be required) by one or more attorneys-in-fad or agents pursuant to and within the limits of the authority evidenced by the Power of Attorney issued by the company to such person or persons.

RESOLVED FURTHER that the signature of any authorized officer and the seal of the company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execuUon and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the company; and such signature and seal when so used shall have the same force and effect as though manually affixed.

IN WITNESS WHEREOF, OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer, and its corporate seal to be affixed this 16th day of March 2022

OLD REPUBLIC SURETY COMPANY
/4/4
President

STATE OF WISCONSIN, COUNTY OF WAUKESHA- SS
On this 16th dav of March 2022 , personally came before me, Alan Payljc and Karen J Haffner , to me known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above instrument, and they each acknow1edged the execution of the same, and being by me duly sworn, did severally depose and say: that they are the said officers of the corporation aforesaid, and that the seal affixed to the above instrument is the seal of the corporation, and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation.

My Commission Expires: September 28, 2022
CERTIFICATE (Expiration of notary's c-missio• does not i11walidate this instru111ent) I, the undersigned, assistant secretary of the OLD REPUBLIC SURETY COMPANY, a Wisconsin corporation, CERTIFY that the foregoing and attached Power of Attorney rem11ins in full force and has not been revoked: and furthermore. that the Resolutions of the board of directors set forth in the Power of Attorney, are now in force.
,,,1.\1,1tl"~~•1r,tf,t,
74 0043
ORSC 22262 (3-06]
,.!-' ,.,,,c ~,,,.~',, ·'' .:,• .,--,, j,: c.o•POA&r• 0 ~ g SEAL H
\:,_ -.. , .. \ : f
,,.,.,,.,,,~.,,n•"'''''J
Patriot Risk & Ins Services LLC
Signed and sealed at the City of Brookfield, WI this ~/~.J=-+-___ day of A<.c<P"'b_,,,,,, -----~~~-----
Bond No. 7437315

FAITHFUL PERFORMANCE/WARRANTY BOND
WHEREAS, the City of Carlsbad, State of California, has awarded to Superior Pavement Markings Inc., (hereinafter designated as the "Principal"), a Contract for:

GREEN PAINT BIKE LANE ENHANCEMENT PROJECT
CONTRACT NO. 9599
in the City of Carlsbad, in strict conformity with the contract, the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad, all of which are incorporated herein by this reference.

WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require the furnishing of a bond for the faithful performance and warranty of said Contract; NOW, THEREFORE, WE, Superior Pavement Markings Inc., as Principal, (hereinafter designated as the "Contractor''), and Old Republic Surety Company
as Surety, are held firmly bound unto the City of Carlsbad in the sum of three hundred seventy two thousand three hundred forty-three dollars ($372,343), said sum being an amount equal to:
one hundred percent (100%) of the total amount payable under the terms of the contract by the City of Carlsbad, and for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors , or assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Contractor , their heirs, executors, administrators , successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions, and agreements in the Contract and any alteration thereof made as therein provided on their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Carlsbad, its officers, employees and agents, as therein stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and effect.

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

Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the work to be performed there under or the specifications accompanying the same shall affect its obligations on this bond, and it does hereby waive notice of any change, extension of time, alterations or addition to the terms of the contract or to the work or to the specifications .
t~ •4i Revised 5/10/16 Contract No. 9599 Page 34 of 121 In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall not exonerate the Surety from its obligations under this bond.

SIGNED AND SEALED, this __ 1..,.s..._t ___ day of ___ =D .... e"""ce"""m.......,,._be...,r.._ ___ , 20..22...._ Superior Pavement Markings, Inc. (SEAL)
(Principal)
By u ;/:__
(Signature)
(Print Name?& Title)
Old Republic Surety Company (SEAL)
(Surety)
By ~
~
Scott Salaodi. Attorney-in-fact
{Print Name & Title)
(SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY-ATTACH ATTORNEY-IN-FACT CERTIFICATE) APPROVED AS TO FORM:

CINDIE K. McMAHON
City Attorney
By: ~ It . ~
Aesistemt City Attorney
,,
_., Revised 5/10/16 Contract No. 9599 Page 35 of 121

State of California
County of Orange
On ~ P!,,, <, --;v"v.,_, before me, Lauren Emily Bierman, Notary Public (insert name and title of the officer)
personally appeared _Sc_o_tt_Sa_la_n_d_i ___________________ _ _ _ who proved to me on the basis of satisfactory evidence to be the person(s) whose name(1) is/a,e:
subscribed to the within instrument and acknowledged to me that he/~~ executed the same in his/k~kltir authorized capacity(ies(}, and that by his/k1t1.Mutk' signature(!'.) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.
(Seal)

State of California
County of San Bernardino
On 12/5/2022 before me, Taylor Suzanee Heeney, a Notary Public (insert name and title of the officer)
personally appeared _D_a_r_re_n_V_e_lt_z __________ ____ ______ _ who proved to me on the basis of satisfactory evidence to be the perso~hose nam~ sj.aFe subscribed to the within instrument and acknowledged to me that he~ executed the same in his[.tler1lf)etrauthorized capacit~ and that by hisl.berltoeirStgnature{sron the instrument the person__(sr,or the entity upon behalf of which the perso~ed , executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal. ~: ~ «: O ;Y~R~U;;N;; H;E: e f ~ I ; Notary P•Jblic • California
I : . · S-in Ser;,araino County I
~ · ' Commission~ 2385 707 -
· •••• ,. My Comm. Elcpirts Dec 8, 2025
(Seal)
**** * * ! OLD REPUBLIC SURETY COMPANY
*••** POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS : That OLD REPUBLIC SURETY COMPANY. a W111COnsin stock Insurance corporation, does make, constitute and appoint:

Scott Salendi , David Jacobson ot Irvine, CA
its true and. lawful Attomey(s)-in-Fact, with full power and authority for and on behalf of the company as surety, to execute and deliver aod affix the seal of the company thereto (if a seal is required). bonds , undertakings, recognizances or other written obligations in the nature thereof, (0,,,., tlNfl NII bonds, ,,.,," depo.no,y borwu, monu~ dellclency bonds, monu~ flU•rar,ty boflds, flU.,.,, ... of ,,,.,.,/menf ,,.,,.,. •rtd IJOfe flu•ra"ty bortds, selt-lfl•urarree worlre,s compeflUtiofl bonds guarameel"fl payment of Nnelfts , or bt.c/c lu"fl bonds), as follows :

ALL WRITTEN INSTRUMENTS
and to bind OLD REPUBLIC SURETY COMPANY thereby, and all of the acts of said Attorneys-in-Fact, pursuant to these presents , are ratified and confirmed .

This appointment is made under and by authority of the board of directors at a special meeting held on February 18, 1982 .

Thia Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the boa.rd of directors of the OLD REPUBLIC SURETY COMPANY on February 18,1982.

RESOLVED that , the president , any vice-president or assistant vice president , in conjunction with the secretary or any 1188istanl secretary, may appoint attorneys-in-fact or agents with authotily as defined or limited In the instrument evidencing the appointment In each case . for and on behalf of the company lo execute and deliver and affix the seal of the company to bonds, undertakings, recognizances, and suretyship obligations of all kinds ; and said officers may remove any such attorney-in-fact or agent and revoke any Power of Attorney previously granted to such person .

RESOL VEO FURTHER , that any bond, undertak ing, AKX>gnizance, or suretyship obligation shall be valid and binding upon the Company (I) when signed by the president . any vice president or assistant vice president, and attested and sealed (If a seal be required) by any secretary or assistant secretary ; or
(ii) when signed by the president , any vice pres ident or assistant vice president . secretary or assistant secretary , and counters igned and sealed (If a seal be required) by a duly authorized attorney-in-fact or agent: or (iii) when duly executed and sealed (if a seal be required) by one or more attorneys- in-fact or agents pursuant to and Within the limits of the authority evidenced by the Power of Attorney Issued by the company to such person or pe™>ns .

RESOLVED FURTHER that the signature of any authorized officer and the eeal of the company may be affixed by facsimile to any P~ of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suratyship obligations of the company; and such signature and seal when so used shall have the same fort:e and effect as though manually affixed .

IN WITNESS WHEREOF , OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by Its proper officer , and its corporate seal lo be affixed this 16th day of March 2022
.~*~''';~;;-:,,~ /! •" ,. ....
f :~/ c;OIU'CMArt ~ %.
~ ft .. ,;
t ~ SEAL : ~
~ 0 ,t ~
\,4> 'i
·•,,o,,1,1111~11111111''''"""'(>

OLD REPUBLIC SURETY COMPANY
Lk
Preeidenl
STATE OF WISCONSIN, COUNTY OF WAUKESHA· SS
On this 16th day of March 2022 , penionally came before me, Alan Paytjc and Karen J Haffner , to me known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above Instrument, and they each acknowledged the executlon of the same, and being by me duly sworn, di<:I severally depose and say: that they are the said officers of the corporation aforesaid, and that the seal affixed to the abcwe lnstl\Jment Is the seal of the corporation, and that said corporate eeal and their signatures as such otricers were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation .

My Commission Expires : September 28. 2022
CERTIFICATE (ElqilmlN ef ..i.ry'1 _...,_ ... _, 1-l!Nte tltl1 let.u ■ewt) I, the underalgned. assistant secretary of the OLD REPUBLIC SURETY COMPANY, a WISCOOSin corporation , CERTIFY that the foregoing and attached Power of Attorney remains In fuH force and has not been revoked; and furthermore , that the Resolutions of the board of directors set forth in the Power of Attorney. are now In force .
.. ··~11 ~;;1,,...,
~~•"- ,.J. ~\ f: ~ .... ,. c ~
74 0043 ; ; SEAL } ~
\~ .... _ y
Signed and sealed at the City of Brookfield, WI lhis
Ol'l.9C 22262 (3-06)
Js-r day of 4 , ~
-~~~-
Patriot Risk & Ins Services LLC

Revised 5/10/16 Contract No. 9599 Page 36 of 121

OPTIONAL ESCROW AGREEMENT FOR

SECURITY DEPOSITS IN LIEU OF RETENTION

This Escrow Agreement is made and entered into by and between the City of Carlsbad whose address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter called "City" and Superior Pavement Markings Inc., whose address is 5312 Cypress Street , Cypress, California 90630 hereinafter called "Contractor" and ___________________________________________ whose address is _____________________________________________________________ hereinafter called "Escrow Agent."

For th e consideration hereinafter set forth, the City, Contractor and Escrow Agent agree as follows:

1. Pursuant to section 22300 of the Public Contract Code of the State of California, the Contractor has the option to deposit securities with the Escrow Agent as a substitute for retention earnings required to be withheld by the City pursuant to the Construction Contract entered into between the City and Contractor for

GREEN PAINT BIKE LANE ENHANCEMENT PROJECT
CONTRACT NO. 9599

in the amount of $372,343 dated _________________ (hereinafter referred to as the "Contract").

Alternatively, on written request of the Contractor, the City shall make payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the City within 10 days of the deposit. The market value of the securities at the time of the substitution shall be a least equal to the cash amount then required to be withheld as retention under the terms of the contract between the City and Contractor. Securities shall be held in the name of the City and shall designate the Contractor as the beneficial owner.

2. The City shall make progress payments to the Contractor for such funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above.

3. When the City ma kes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until such time as the escrow created under this contract is terminated. The Contractor may direct the investment of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the City pays the Escrow Agent directly.

4. The Contractor shall be responsible for paying all fees for the expenses incurred by the Escrow Agent in administering the Escrow Account and all expenses of the City. These expenses and payment terms shall be determined by the City, Contractor and Escrow Agent.

5. The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the City.

0 Revised 5/10/16 Contract No. 9599 Page 37 of 121

6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from City to the Escrow Agent that City consents to the withdrawal of the amount sought to be w ithdrawn by Contractor.

7. The City shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the City of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the City.

8. Upon receipt of written notification from the City certifying that the Contract is final and complete and that the Contractor has complied with all requirements and procedures applicable to the Contract, the Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges.

9. The Escrow Agent shall rely on the written notifications from the City and the Contractor pursuant to sections (1) to (8), inclusive, of this agreement and the City and Contractor shall hold Escrow Agent harmless from Escrow Agent's release, conversion and disbursement of the securities and interest as set forth above.

10. The names of the persons who are authorized to give written notices or to receive written notice on behalf of the City and on behalf of Contrac tor in connection with the foregoing, and exemplars of their respective signatures are as follows:

For City:

Title FINANCE DIRECTOR

Name

Signature

Address 1635 Faraday Avenue, Carlsbad, CA
92008
For Contractor:

Title

Name

Signature

Address

For Escrow Agent:

Title

Name

Signature

Address
0 Revised 5/10/16 Contract No. 9599 Page 38 of 121

At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement.

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

For City:

Title MAYOR

Name

Signature

Address 1200 Carlsbad Village Drive, Carlsbad, CA
92008

For Contractor:

Title

Name

Signature

Address

For Escrow Agent:

Title

Name

Signature

Address

0 Revised 6/15/17 Contract No. 9599 Page 39 of 121

GENERAL PROVISIONS
FOR

GREEN PAINT BIKE LANE ENHANCEMENT PROJECT
CONTRACT NO. 95991

CITY OF CARLSBAD

BIDDERS ARE ADVISED THAT THIS SECTION REPLACES PART 1,

GENERAL PROVISIONS, OF THE STANDARD SPECIFICATIONS FOR

PUBLIC WORKS CONSTRUCTION

SECTION 1 -- TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS

1-1 TERMS – Unless otherwise stated, the words directed, required, permitted, ordered, instructed, designated, considered necessary, prescribed, approved, acceptable, satisfactory, or words of like meaning, refer to actions, expressions, and prerogatives of the Engineer.

1-1.1 Reference to Drawings. Where words "shown”, "indicated”, "detailed”, "noted”, "scheduled”, or words of similar import are used, it shall be understood that reference is made to the plans accompanying these provisions, unless stated otherwise.

1-1.2 Directions. Where words "directed”, "designated”, "selected”, or words of similar import are used, it shall be understood that the direction, designation or selection of the Engineer is intended, unless stated otherwise. The word "required ” and words of similar import shall be understood to mean "as required to properly complete the work as required and as approved by the Engineer," unless stated otherwise.

1-1.3 Equals and Approvals. Where the words "equal”, "approved equal”, "equivalent”, and such words of similar import are used, it shall be understood such words are followed by the expression "in the opinion of the Engineer”, unless otherwise stated. Where the words "approved”, "approval”, "acceptance”, or words of similar import are used, it shall be understood that the approval, acceptance, or similar import of the Engineer is intended.

1-1.4 Perform. The word "perform" shall be understood to mean that the Contractor, at its expense, shall perform all operations, labor, tools and equipment, and further, including the furnishing and installing of materials that are indicated, specified or required to mean that the Contractor, at its expense, shall furnish and install the work, complete in place and ready to use, including furnishing of necessary labor, materials, tools, equipment, and transportation.

1-2 DEFINITIONS. The following words, or groups of words, shall be exclusively defined by the definitions assigned to them herein.

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Addendum – Written or graphic instrument issued prior to the opening of Bids which clarifies, corrects, or changes the bidding or Contract Documents. The term Addendum shall include bulletins and all other types of written notices issued to potential bidders prior to opening of Bids.

Agency – The City of Carlsbad, California.

Agreement – See Contract.

Assessment Act Contract – A Contract financed by special assessments authorized under a State Act or procedural ordinance of a City or County.

Base – A layer of specified material of planned thickness placed immediately below the pavement or surfacing.

Bid – The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the Work.

Bidder – Any individual, firm, partnership, corporation, or combination thereof, submitting a Bid for the Work, acting directly or through a duly authorized representative.

Board – The officer or body constituting the awarding authority of the Agency, which is the City Council for the City of Carlsbad or the Board of Directors of Carlsbad Municipal Water District.

Bond – Bid, performance, and payment bond or other instrument of security.

City Council – the City Council of the City of Carlsbad.

City Manager – the City Manager of the City of Carlsbad or his/her approved representative.

Cash Contract – A Contract financed by means other than special assessments.

Change Order – A written order to the Contractor signed by the Agency directing an addition, deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract time issued after the effective date of the Contract. A Change Order may or may not a lso be signed by the Contractor.

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

Construction Manager– the Project Inspector’s immediate supervisor and first level of appeal for informal dispute resolution.

Contract – The written agreement between the Agency and the Contractor covering the Work.

Contract Documents – Including but not limited to; the Contract, any Addendum (which pertain to the contract documents), Notice Inviting Bids, Instructions to Bidde rs; Bid (including documentation accompanying the Bid and any post -bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Contract, the Bonds, the General Provisions, permits from other agencies, the Technical Specific ations, the Supplemental Provisions, the Plans, Standard Plans, Standard Specifications, Reference Specifications, and all Modifications issued after the execution of the Contract.

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Contractor – The individual, partnership, corporation, joint venture, or other legal entity having a Contract with the Agency to perform the Work. In the case of work being done under permit issued by the Agency, the permittee shall be constructed to be the Contractor. The term “prime contractor” shall mean Contractor.

Contract Price – The total amount of money for which the Contract is awarded.

Contract Unit Price – The amount stated in the Bid for a single unit of an item of work.

County Sealer – The Sealer of Weights and Measures of the county in which the Contract is let.

Days – Days shall mean consecutive calendar’s days unless otherwise specified.

Deputy City Engineer, Construction Management & Inspection – The Construction Manager’s immediate supervisor and second level of appeal for informal dispute resolution.

Dispute Board – Persons designated by the City Manager of the City of Carlsbad or Executive Manager of the Carlsbad Municipal Water District, to hear and advise the City Manager on claims submitted by the Contractor. The City Manager for the City of Carlsbad or the Executive Manager for the Carlsbad Municipal Water District is the last appeal level for informal dispute resolution.

Electrolier – Street light assembly complete, including foundation, standard, luminaire arm, luminaire, etc.

Engineer – The City Engineer of the City of Carlsbad or his/her approved representative. The Engineer is the third level of appeal for informal dispute resolution.

Geotextile – Synthetic fiber used in civil engineering applications, serving the primary f unctions of separation and filtration.

House Connection Sewer – A sewer, within a public street or right-of-way, proposed to connect any parcel, lot, or part of a lot with a mainline sewer.

House Sewer – A sewer, wholly within private property, proposed to connect any building to a house connection sewer.

Luminaire – The lamp housing including the optical and socket assemblies (and ballast if so specified).

Luminaire Arm – The structural member, bracket, or mast arm, which, mounted on the standard, supports the luminaire.

Minor Bid Item – A single contract item constituting less than 10 percent (10%) of the original Contract Price bid.

Modification – Includes Change Orders and Supplemental Agreements. A Modification may only be used after the effective date of the Contract.

Notice of Award – The written notice by the Agency to the successful Bidder stating that upon compliance by it with the required conditions, the Agency will execute the Contract.

Notice to Proceed – A written notice given by the Age ncy to the Contractor fixing the date on which the Contract time will start.

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Own Organization - When used in Section 2-3.1 – Employees of the Contractor who are hired, directed, supervised and paid by the Contractor to accomplish the completion of the Wor k.

Further, such employees have their employment taxes, State disability insurance payments, State and Federal income taxes paid and administered, as applicable, by the Contractor. When used in Section 2-3.1 ”own organization” means construction equipmen t that the Contractor owns or leases and uses to accomplish the Work. Equipment that is owner operated or leased equipment with an operator is not part of the Contractor's Own Organization and will not be included for the purpose of compliance with Section 2-3.1.

Person – Any individual, firm, association, partnership, corporation, trust, joint venture, or other legal entity.

Plans – The drawings, profiles, cross sections, working drawings, and supplemental drawings, or reproductions thereof, approved by the Engineer, which show the location, character, dimensions, or details of the Work.

Private Contract – Work subject to Agency i nspection, control, and approval, involving private funds, not administered by the Agency.

Project Inspector – The Engineer’s designated representative for inspection, contract administration and first level for informal dispute resolution.

Proposal – See Bid.

Reference Specifications – Those bulletins, standards, rules, methods of analysis or test, codes, and specifications of other agencies, engineering societies, or industrial associations referred to in the Contract Documents. These refer to the latest edition, including amendments in effect and published at the time of advertising the project or issuing th e permit, unless specifically referred to by edition, volume, or date.

Roadway – The portion of a street reserved for vehicular use.

Service Connection – Service connections are all or any portion of the conduit, cable, or duct, including meter, between a utility distribution line and an individual consumer.

Sewer – Any conduit intended for the reception and transfer of sewage and fluid industrial waste.

Specifications – General Provisions, Standard Specifications, Technical Specifications, Reference Sp ecifications, Supplemental Provisions, and specifications in Supplemental Agreements between the Contractor and the Board.

Standard – The shaft or pole used to support street lighting luminaire, traffic signal heads, mast arms, etc.

Standard Plans – Details of standard structures, devices, or instructions referred to on the Plans or in Specifications by title or number.

Standard Specifications – The Standard Specifications for Public Works Construction (SSPWC), the “Greenbook”.

State – State of California.

Storm Drain – Any conduit and appurtenances intended for the reception and transfer of storm water.

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Street – Any road, highway, parkway, freeway, alley, walk, or way.

Subbase – A layer of specified material of planned thickness between a base and the subgrade.

Subcontractor – An individual, firm, or corporation having a direct contract with the Contractor or with any other Subcontractor for the performance of a part of the Work.

Subgrade – For roadways, that portion of the roadbed on which pavement, surfacing, base, subbase, or a layer of other material is placed. For structures, the soil prepared to support a structure.

Supervision – Supervision, where used to indicate supervision by the Engineer, shall mean the performance of obligations, and the exercise of rights, specif ically imposed upon and granted to the Agency in becoming a party to the Contract. Except as specifically stated herein, supervision by the Agency shall not mean active and direct superintendence of details of the Work.

Supplemental Agreement – A written amendment of the Contract Documents signed by both parties.

Supplemental Provisions – Additions and revisions to the Standard Specifications setting forth conditions and requirements peculiar to the work.

Surety – Any individual, firm, or corporation, bound with and for the Contractor for the acceptable performance, execution, and compl etion of the Work, and for the satisfaction of all obligations incurred.

Tonne – Also referred to as “metric ton”. Represents a unit of measure in the International System of Units equal to 1,000 kilograms.

Utility – Tracks, overhead or underground wires, pipeline, conduits, ducts, or structures, sewers, or storm drains owned, operated, or maintained in or across a public right of way or private easement.

Work – That which is proposed to be constructed or done under the Contract or permit, including the furnishing of all labor, materials, equipment, and services.

1-3 ABBREVIATIONS

1-3.1 General. The abbreviation herein, together with others in general use, are applicable to these Standard Specifications and to project Plans or other Contract Documents.

All abbreviations and symbols used on Plans for structural steel construction shall conform to those given by the “Manual of Steel Construction” published by the American Institute of Steel Construction, Inc.

1-3.2 Common Usage

Abbreviation Word or Words

ABAN .............................................................Abandon ABAND .......................................................Abandoned ABS ........................ Acrylonitrile – butadiene – styrene AC .................................................... Asphalt Concrete ACP ........................................... Asbestos cement pipe ACWS ..................... Asphalt concrete wearing surface l+~
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Revised 6/15/17 Contract No. 9599 Page 44 of 121
ALT ................................................................Alternate APTS ................................. Apartment and Apartments AMER STD ................................... American Standard AWG ............... American Wire Gage (nonferrous wire) BC .................................................. Beginning of curve BCR ....................................... Beginning of curb return BDRY ............................................................Boundary BF ..................................................... Bottom of footing BLDG ........................................ Building and Buildings BM ............................................................. Bench mark BVC .................................... Beginning of vertical curve B/W ........................................................... Back of wall C/C ..................................................... Center to center CAB ...................................... Crushed aggregate base CAL/OSHA ............ California Occupational Safety and Health Administration
CalTrans ....... California Department of Transportation CAP .................................... Corrugated aluminum pipe CB ............................................................. Catch Basin Cb ........................................................................ Curb CBP ............................... Catch Basin Connection Pipe CBR ....................................... California Bearing Ratio CCR ............................ California Code of Regulations CCTV ............................................... Closed Circuit TV CES .......................... Carlsbad Engineering Standards CF ................................................................ Curb face CF ................................................................ Cubic foot C&G .................................................... Curb and gutter CFR ................................ Code of Federal Regulations CFS ......................................... Cubic Feet per Second CIP ......................................................... Cast iron pipe CIPP ................................................ Cast-in place pipe CL ............................................. Clearance, center line CLF .................................................... Chain link fence CMB ............................... Crushed miscellaneous base CMC ......................................... Cement mortar-coated CML ............................................ Cement mortar-lined CMWD .................... Carlsbad Municipal Water District CO .................................................... Cleanout (Sewer) COL ..................................................................Column COMM ....................................................... Commercial CONC ........................................................... Concrete CONN ........................................................ Connection CONST .................................. Construct, Construction COORD ...................................................... Coordinate CSP ............................................ Corrugated steel pipe CSD ............................... Carlsbad Standard Drawings CTB ............................................ Cement treated base CV ............................................................ Check valve CY ............................................................... Cubic yard D .............................................................. Load of pipe dB ................................................................... Decibels DBL .................................................................. Double DF ............................................................... Douglas fir DIA ................................................................ Diameter DIP ..................................................... Ductile iron pipe DL ................................................................Dead load DR ...................................................... Dimension Ratio DT .................................................................Drain Tile DWG ............................................................... Drawing DWY .............................................................. Driveway DWY APPR ................................... Driveway approach E ....................................................................... Electric EA ........................................................................ Each EC ............................................................ End of curve ECR ................................................ End of curb return EF ................................................................ Each face EG ......................................................... Edge of gutter EGL .................................................. Energy grade line EI ................................................................... Elevation ELC ..................................... Electrolier lighting conduit ELT ........................................................ Extra long ton ENGR ....................................... Engineer, Engineering EP ................................................... Edge of pavement ESMT ........................................................... Easement ETB .......................................... Emulsion-treated base EVC ............................................... End of vertical curb EWA ............................... Encina Wastewater Authority EXC ............................................................ Excavation EXP JT ................................................. Expansion joint EXST ............................................................... Existing F .................................................................. Fahrenheit F&C ................................................... Frame and cover F&I .................................................. Furnish and install FAB ............................................................... Fabricate FAS ............................................... Flashing arrow sign FD ............................................................... Floor drain FDN ............................................................ Foundation FED SPEC ................................. Federal Specification FG ........................................................ Finished grade FH ............................................................. Fire hydrant FL ................................................................... Flow line FS ...................................................... Finished surface FT-LB .........................................................Foot-pound FTG .................................................................. Footing FW ............................................................ Face of wall G ........................................................................... Gas GA ..................................................................... Gauge GAL ............................................... Gallon and Gallons GALV ......................................................... Galvanized GAR ........................................... Garage and Garages GIP .............................................. Galvanized iron pipe GL ........................................ Ground line or grade line GM .............................................................. Gas meter GNV ............................................... Ground Not Visible GP ..................................................................Guy pole GPM ................................................ gallons per minute GR ...................................................................... Grade GRTG ............................................................... Grating GSP ........................................... Galvanized steel pipe H ............................................................ High or height HB .................................................................. Hose bib HC ................................................... House connection HDWL ........................................................... Headwall HGL .............................................. Hydraulic grade line HORIZ .......................................................... Horizontal HP ............................................................. Horsepower HPG ................................................ High pressure gas HPS ................................ High pressure sodium (Light) HYDR ............................................................ Hydraulic IE ......................................................... Invert Elevation ID ........................................................ Inside diameter INCL ...............................................................Including INSP .............................................................Inspection

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INV ...................................................................... Invert IP .................................................................... Iron pipe JC ..................................................... Junction chamber JCT .................................................................Junction JS ..................................................... Junction structure JT ......................................................................... Joint L ........................................................................ Length LAB ............................................................. Laboratory LAT ................................................................... Lateral LB ...................................................................... Pound LD ..................................................... Local depression LF ................................................................ Linear foot LH ............................................................... Lamp hole LL ...................................................................Live load LOL .............................................................Layout line LONG ........................................................Longitudinal LP ................................................................ Lamp post LPS ................................. Low pressure sodium (Light) LS ................................................................ Lump sum LTS .................................................... Lime treated soil LWD ............................... Leucadia Wastewater District MAINT ..................................................... Maintenance MAX ............................................................. Maximum MCR ............................................ Middle of curb return MEAS ............................................................. Measure MH ................................... Manhole, maintenance hole MIL SPEC .................................... Military specification MISC ..................................................... Miscellaneous MOD ................................................... Modified, modify MON ............................................................ Monument MSL .. Mean Sea Level (Reg. Standard Drawing M-12)
MTBM ......................... Microtunneling Boring Machine MULT ...............................................................Multiple MUTCD .....Manual on Uniform Traffic Control Devices
MVL ............................................... Mercury vapor light NCTD .............................. North County Transit District NRCP .............................. Nonreinforced concrete pipe OBS ...............................................................Obsolete OC ................................................................ On center OD ..................................................... Outside diameter OE .............................................................. Outer edge OHE ................................................ Overhead Electric OMWD ................. Olivenhain Municipal Water District OPP ...............................................................Opposite ORIG ................................................................Original PB ................................................................... Pull box PC .................................................... Point of curvature PCC ....................... Portland cement concrete or point of compound curvature
PCVC ....................... Point of compound vertical curve PE ........................................................... Polyethylene PI .................................................. Point of intersection PL ............................................................. Property line PMB ............................ Processed miscellaneous base POC ...................................................... Point on curve POT .................................................... Point on tangent PP .............................................................. Power pole PRC .......................................... Point of reverse curve PRVC ............................ Point of reverse vertical curve PSI ......................................... Pounds per square inch PT .................................................... Point of tangency PVC .................................................. Polyvinyl chloride PVMT ........................................................... Pavement PVT R/W ....................................... Private right-of-way Q ........................ Rate of flow in cubic feet per second QUAD ....................................... Quadrangle, Quadrant R ....................................................................... Radius R&O ......................................................... Rock and oil R/W .......................................................... Right-of-way RA ...................................................... Recycling agent RAC ................................... Recycled asphalt concrete RAP ................................ Reclaimed asphalt pavement RBAC ............................. Rubberized asphalt concrete RC ................................................ Reinforced concrete RCB ...................................... Reinforced concrete box RCE ...................................... Registered civil engineer RCP ..................................... Reinforced concrete pipe RCV ........................................... Remote control valve REF ............................................................. Reference REINF ..............................Reinforced or reinforcement RES ...............................................................Reservoir RGE ........................ Registered geotechnical engineer ROW ....................................................... Right-of-Way RR ...................................................................Railroad RSE .............................. Registered structural engineer RTE .................................... Registered traffic engineer S .................................... Sewer or Slope, as applicable SCCP ............................... Steel cylinder concrete pipe SD ............................................................. Storm drain SDNR .............................. San Diego Northern Railway SDR ....... Standard thermoplastic pipe dimension ratio (ratio of pipe O.D. to minimum wall thickness)
SDRSD ......... San Diego Regional Standard Drawings
SE ...................................................... Sand Equivalent SEC .................................................................. Section SF ............................................................. Square foot SFM ................................................ Sewer Force Main SI ....................... International System of Units (Metric) SPEC ..................................................... Specifications SPPWC .......................................... Standard Plans for Public Works Construction
SSPWC ............................. Standard Specifications for Public Works Construction
ST HWY ................................................ State highway STA ................................................................... Station STD ............................................................... Standard STR ..................................................................Straight STR GR ................................................ Straight grade STRUC .......................................... Structural/Structure SW .................................................................Sidewalk SWD ...................................................... Sidewalk drain SY ............................................................ Square yard T .................................................................. Telephone TAN ................................................................. Tangent TC .............................................................. Top of curb TEL ............................................................. Telephone TF ........................................................... Top of footing TOPO ........................................................ Topography TR ........................................................................ Tract TRANS ......................................................... Transition TS ......................... Traffic signal or transition structure TSC ............................................. Traffic signal conduit TSS ........................................... Traffic signal standard TW ..............................................................Top of wall TYP .................................................................. Typical UE .............................................. Underground Electric USA .................................... Underground Service Alert VAR ..................................................... Varies, Variable VB ................................................................ Valve box VC .......................................................... Vertical curve

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VCP ................................................... Vitrified clay pipe VERT ............................................................... Vertical VOL .................................................................. Volume VWD ....................................... Vallecitos Water District W ........................ Water, Wider or Width, as applicable WATCH .............. Work Area Traffic Control Handbook WI ............................................................ Wrought iron WM ........................................................... Water meter WPJ .......................................... Weakened plane joint XCONN ............................................ Cross connection XSEC ..................................................... Cross section

1-3.3 Institutions.

ABBREVIATION WORD OR WORDS

AASHTO ................. American Association of State Highway and Transportation Officials AISC ................................ ................................ ....American Institute of Steel Construction ANSI ................................ ................................ ...... American National Standards Institute API ................................ ................................ ...................... American Petroleum Institute AREA ................................ ............................ American Railway Engineering Association ASTM ................................ ............................ American Society for Testing and Materials AWPA................................ ................................ . American Wood Preservers Association AWS ................................ ................................ ........................ American Welding Society AWWA ................................ ................................ ....... American Water Works Association FHWA................................ ................................ .............. Federal Highway Administration GRI ................................ ................................ ................. Geosynthetic Research Institute NEMA ................................ ......................... National Electrical Manufacturers Association NOAA ................ National Oceanic and Atmospheric Administration (Dept. of Commerce) UL ................................ ................................ .................... Underwriters’ Laboratories Inc.

USGS ................................ ................................ ............. United States Geological Survey

1-4 UNITS OF MEASURE.

1-4.1 General. U.S. Standard Measures, also called U.S. Customary System, are the principal measurement system in these specifications. However, certain material specifications and test requirements contained herein use SI units specifically and conversions to U.S. Standard Measures may or may not have been included in these circumstances. When U.S. Standard Measures are not included in parenthesis, then the SI units shall control. S.I. units and U.S.

Standard Measures in parenthesis may or may not be exactly equivalent.

Reference is also made to ASTM E 380 for definitions of various units of the SI system and a more extensive set of conversion factors.

1-4.2 Units of Measure and Their Abbreviations.

U.S. Customary Unit (Equal To) SI Unit
(Abbreviations) (Abbreviations)
1 mil (=0.001 in) ....................................................................................25.4 micrometer (m) 1 inch (in) ..............................................................................................25.4 millimeter (mm) 1 inch (in) ..............................................................................................2.54 centimeter (cm) 1 foot (ft) ................................................................................................0.3048 meter (m) 1 yard (yd) .............................................................................................0.9144 meter (m) 1 mile (mi) .............................................................................................1.6093 kilometer (km) 1 square foot (ft2) ..................................................................................0.0929 square meter (m2) 1 square yard (yd2) ................................................................................0.8361 square meter (m2) 1 cubic foot (ft3) .....................................................................................0.0283 cubic meter (m3) 1 cubic yard (yd3) ..................................................................................0.7646 cubic meter (m3) 1 acre ....................................................................................................0.4047 hectare (ha) 1 U.S. gallon (gal) .................................................................................3.7854 Liter (L) 1 fluid ounce (fl. oz.) ..............................................................................29.5735 millileter (mL) l+~
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1 pound mass (lb) (avoirdupois) ...........................................................0.4536 kilogram (kg) 1 ounce mass (oz) .................................................................................0.02835 kilogram (kg) 1 Ton (=2000 lb avoirdupois) ................................................................0.9072 Tonne (= 907 kg) 1 Poise ..................................................................................................0.1 pascal . second (Pa . s) 1 centistoke (cs) ....................................................................................1 square millimeters per second (mm2/s)
1 pound force (lbf) .................................................................................4.4482 Newton (N) 1 pounds per square inch (psi) .............................................................6.8948 Kilopascal (kPa) 1 pound force per foot (lbf/ft) .................................................................1.4594 Newton per meter (N/m)
1 foot-pound force (ft-lbf).......................................................................1.3558 Joules (J) 1 foot-pound force per second ([ft-lbf]/s) ...............................................1.3558 Watt (W) 1 part per million (ppm) .........................................................................1 milligram/liter (mg/L)

TEMPERATURE UNITS AND ABBREVIATIONS
Degree Fahrenheit (°F): ........................................................................Degree Celsius (°C):
°F = (1.8 x °C) + 32 ...............................................................................°C = (°F – 32)/1.8

SI UNITS (ABBREVIATION) COMMONLY USED IN BOTH SYSTEMS
1 Ampere (A)
1 Volt (V)
1 Candela (cd)
1 Lumen (lm)
1 second (s)

COMMON METRIC PREFIXES
kilo (k) ....................................................................................................103 centi (c)..................................................................................................10-2 milli (m) ..................................................................................................10-3 micro () ................................................................................................10-6 nano (n) .................................................................................................10-9 pico (p) ..................................................................................................10-12

1-5 SYMBOLS

 Delta, the central angle or angle between tangents
 Angle
% Percent
‘ Feet or minutes
“ Inches or seconds
1 Number
/ per or (between words)
° Degree
PL Property line
CL Centerline
SL Survey line or station line

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SECTION 2 – SCOPE AND CONTROL OF WORK

2-1 AWARD AND EXECUTION OF CONTRACT. Award and execution of Contract will be as provided for in the Specifications, Instruction to Bidders, or Notice Inviting Bids.

2-2 ASSIGNMENT. No Contract or portion thereof may be assigned without consent of the Board, except that the Contractor may assign money due or which will accrue to it under the Contract. If given written notice, such assignment will be recognized by the Board to the extent permitted by law. Any assignment of money shall be subject to all proper withholdings in favor of the Agency and to all deductions provided for in the Contract. All money withheld, whether assigned or not, shall be subject to being used by the Agency for completion of the Work, should the Contractor be in default.

2-3 SUBCONTRACTS.

2-3.1 General. Each Bidder shall comply with the Chapter of the Public Contract Code including Sections 4100 through 4113. The following excerpts or summaries of some of the requirements of this Chapter are included below for information:

The Bidder shall set forth in the Bid, as provided in 4104:

“(a) The name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvements, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor’s total bid, or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one -half of 1 percent of the prime contractor’s total bid or ten tho usand dollars ($10,000), whichever is greater.”

“(b) The portion of the work which will be done by each such subcontractor under this act. The prime contractor shall list only one subcontractor for each such portion as is defined by the prime contractor in his bid.”

If the Contractor fails to specify a Subcontractor, or specifies more than one Subcontractor for the same portion of the work to be performed under the Contract (in excess of one -half of 1 percent of the Contractor’s total Bid), the Contractor shall be qualified to perform that portion itself, and shall perform that portion itself, except as otherwise provided in the Code.

As provided in Section 4107, no Contractor whose Bid is accepted shall substitute any person as Subcontractor in place of the Subcontractor listed in the original Bid, except for causes and by procedures established in Section 4107.5. This section provides procedures to correct a clerical error in the listing of a Subcontractor.

Section 4110 provides that a Contractor violating any of the provisions of the Chapter violates the Contract and the Board may exercise the option either to cancel the Contract or assess the Contractor a penalty in an amount of not more than 10 percent of the subcontract involved, after a public hearing.

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Should the Contractor fail to adhere to the provisions requiring the Contractor to complete 50 percent of the contract price with its own organization, the Agency may at its sole discretion elect to cancel the contract or deduct an amount equal to 10 percent of the value of the work performed in excess of 50 percent of the contract price by other than the Contractor’s own organization. The Board shall be the sole body for determination of a violation of these provisions. In any proceedings under this section, the prime contractor shall be entitled to a public hearin g before the Board and shall be notified ten (10) days in advance of the time and location of said hearing.

The determination of the City Council shall be final.

2-3.2 Additional Responsibility. The Contractor shall give personal attention to the fulfillment of the Contract and shall keep the Work under its control.

The Contractor sha ll perform, with its own organization, Contract work amounting to at least 50 percent of the Contract Price except that any designated “Specialty Items” may be performed by subcontract, and the amount of any such “Specialty Items” so performed may be deduc ted from the Contract Price before computing the amount required to be performed by the Contractor with its own organization. “Specialty Items” will be identified by the Agency in the Bid or Proposal.

Where an entire item is subcontracted, the value of wor k subcontracted will be based on the Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated percentage of the Contract Unit Price. This will be determined from information submitted by the Contractor, and subject to approval by the Engineer.

Before the work of any Subcontractor is started, the Contractor shall submit to the Engineer for approval a written statement showing the work to be subcontracted giving the name and business of e ach Subcontractor and description and value of each portion of the work to be so subcontracted.

2-3.3 Status of Subcontractors. Subcontractors shall be considered employees of the Contractor, and the Contractor shall be responsible for their work.

2-4 CONTRACT BONDS. Before execution of the Contract, the Bidder shall file surety bonds with the Agency to be approved by the Board in the amounts and for the purposes noted below.

Bonds issued by a surety, who is authorized to issue bonds in California, and whose bonding limitation shown in said circular is sufficient to provide bonds in the amount required by the Contract shall be deemed to be approved unless specifically rejected by the Agency. Bonds from all other sureties shall be accompanied by all of t he documents enumerated in Code of Civil Procedure 995.660 (a). The Bidder shall pay all bond premiums, costs, and incidentals.

Each bond shall incorporate, by reference, the Contract and be signed by both the Bidder and Surety and the signature of the authorized agent of the Surety shall be notarized.

The Contractor shall provide a faithful performance/warranty bond and payment bond (labor and materials bond) for this contract. The faithful performance/warranty bond shall be in a sum not less than one h undred percent of the total amount payable by the terms of this contract. The Contractor shall provide bonds to secure payment of laborers and materials suppliers in a sum not less than one hundred percent of the total amount payable by the terms of this contract.

Both bonds shall extend in full force and effect and be retained by the Agency during this project until they are released according to the provisions of this section.

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The faithful performance/warranty bond will be reduced to 25 percent of the original amount 30 days after recordation of the Notice of Completion and will remain in full force and effect for the one year warranty period and until all warranty repairs are completed to the satisfaction of the Engineer. The bonds to secure payment of laborers and materials suppliers shall be released six months plus 30 days after recordation of the Notice of Completion if all claims have been paid.

All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to contain the following documents:

1. An original, or a certified copy, of the un-revoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so.

2. A certified copy of the certificate of authority of the insurer issu ed by the insurance commissioner.

If the bid is accepted, the Agency may require a financial statement of the assets and liabilities of the insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the execution of the bond. The financial statement shall be made by an officer's certificate as defined in Section 173 of the Corporations Code. In the case of a foreign insurer, the financial statement may be verified by the oath of the principal officer or manager residing within the United States.

Should any bond become insufficient, the Contractor shall renew the bond within 10 days after receiving notice from the Agency.

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

Changes in the Work or extensions of time, made pursuant to the Contract, shall in no way release the Contractor or Surety from its obligations. Notice of such changes or extensions shall be waived by the Surety.

2-5 PLANS AND SPECIFICATIONS.

2-5.1 General. The Contractor shall keep at the Work site a copy of t he Plans and Specifications, to which the Engineer shall have access at all times.

The specifications for the work include the General Provisions, project technical specifications, Carlsbad Engineering Standards (CES), Standard Specifications for Public W orks Construction, (SSPWC), Part 2 & 3, and the latest supplements thereto, current edition at the time of bid opening as published by the "Greenbook" Committee of Public Works Standards, Inc., hereinafter designated "SSPWC", as amended.

The construction plans consist of one (1) set. The first set is designated as City of Carlsbad Drawing No. 539-9 and consists of twenty sheets. The standard drawings used for this project are the latest edition of the San Diego Area Regional Standard Drawings, hereinafter designated SDRSD, as issued by the San Diego County Department of Public Works, together with the most recent editions of the City of Carlsbad Engineering Standards and Carlsbad Standard Drawings, as issued by the City of Carlsbad and the Carlsbad Municipal Water District, herein after designated as CES and CSD, respectively. Copies of some of the pertinent standard drawings are enclosed as an appendix to these General Provisions.

The Plans, Specifications, and other Contract Documents shall govern the Work. The Contract Documents are intended to be complementary and cooperative. Anything specified in the

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Specifications and not shown on the Plans or shown on the Plans and not specified in the Specifications, shall be as though shown on or specified in both.

The Plans shall be supplemented by such working drawings and shop drawings as are necessary to adequately control the Work.

The Contractor shall ascertain the existence of any conditions affecting the cost of the Work through a reasonable examination of the Work site prior to submitting the Bid.

Existing improvements visible at the Work site, for which no specific disposition is made on the Plans, but which interfere with the completion of the Work, shall be removed and disposed of by the Contractor.

The Contractor s hall, upon discovering any error or omission in the Plans or Specifications, immediately call it to the attention of the Engineer.

2-5.2 Precedence of Contract Documents.

If there is a conflict between Contract Documents, the document highest in precedence shall control. The precedence shall be the most recent edition of the following documents listed in order of highest to lowest precedence:

1. Permits from other agencies as may be required by law.

2. Change orders, whichever occurs last.

3. Contract addenda, whichever occurs last.

4. Contract

5. Carlsbad General Provisions, Technical Specifications, and Supplemental Provisions.

6. Plans.

7. Standards plans.
a. City of Carlsbad Standard Drawings.
b. Carlsbad Municipal Water District Standard Drawings. c. City of Carlsbad modifications to the San Diego Area Regional Standard Drawings. d. San Diego Area Regional Standard Drawings.
e. Traffic Signal Design Guidelines and Standards.
f. State of California Department of Transportation Standard Plans. g. State of California Department of Transportation Standard Specifications. h. California Manual on Uniform Traffic Control Devices (CA MUTCD).

8. Standard Specifications for Public Works Construction, as amended.

9. Reference Specifications.

10. Manufacturer’s Installation Recommendations

Detail drawings shall take precedence over general drawings.

Change Orders, Supplemental Agreements and approved revisions to Plans and Specifications will take precedence over items 2) through 9) above. Detailed plans and pl an views shall have precedence over general plans.

2-5.2.1 Precedence of Contract Documents, add the following: Where CALTRANS specifications are used to modify the SSPWC or added to the SSPWC by any of the contract documents the CALTRANS specifications shall have precedence only in reference to the materials and construction materials referred to in the CALTRANS specifications. The Invitation

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to Bid, Contract for Public Works, Part 1 of these Supplemental Provisions and Part 1 of the SSPWC, in the order of precedence in Section 2 -5.2 of the SSPWC, shall prevail over the CALTRANS specifications in all other matters.

2-5.3 Submittals.

2-5.3.1 General. Submittals shall be provided, at the Contractor’s expense, as required in 2-5.3.2, 2-5.3.3 and 2-5.3.4, when required by the Plans or Special Provisions, or when requested by the Engineer.

Materials shall neither be furnished nor fabricated, nor shall any work for which submittals are required by performed, before the required submittals have been r eviewed and accepted by the Engineer. Neither review nor acceptance of submittals by the Engineer shall relieve the Contractor from responsibility for errors, omissions, or deviations from the Contract Documents, unless such deviations were specifically called to the attention of the Engineer in the letter of transmittal. The Contractor shall be responsible for the correctness of the submittals.

The Contractor shall allow a minimum of 20 working days for review of submittals unless otherwise specified in the Special Provisions. Each submittal shall be accompanied by a letter of transmittal.

Each submittal shall be consecutively numbered. Resubmittals shall be labeled with the number of the original submittal followed by an ascending alphabeti cal designation (e.g. The label ‘4 -C’ would indicate the third instance that the fourth submittal had been given to the Engineer). Each sheet of each submittal shall be consecutively numbered. Each set of shop drawings and submittals shall be accompanied by a letter of transmittal on the Contractor’s letterhead. The Letter of Transmittal shall contain the following:

1. Project title and Agency contract number.

2. Number of complete sets.

3. Contractor’s certification statement.

4. Specification section number(s) pertaining to material submitted for review.

5. Submittal number (Submittal numbers shall be consecutive including subsequent submittals for the same materials.)

6. Description of the contents of the submittal.

7. Identification of deviations from the contract documents.

When submitted for the Engineer's review, Shop Drawings shall bear the Contractor's certification that the Contractor has reviewed, checked, and approved the Shop Drawings and that they are in conformance with the requirements of the Contract Documents. The Contractor shall subscribe to and shall place the following certification on all submittals:

"I hereby certify that the (equipment, material) shown and marked in this submittal is that proposed to be incorporated into this Project, is in compliance with the Contract Documents, can be installed in the allocated spaces, and is submitted for approval.”

By: __________________________________ Title: ______________________________

Date: ________________________________

Company Name: ______________________________________________________________

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2-5.3.2 Working Drawings. Working drawings are drawings showing details not shown on the Plans which are required to be designed by the Contractor. Working drawings shall be of a size and scale to clearly show all necessary details.

Six copies and one reproducible shall be submitted. If no revisions are required, three of the copies will be returned to the Contractor. If revisions are required, the Engineer will return one copy along with the reproducible for resubmission. Upon acceptance, the Engineer will return two of the copies to the Contractor and retain the remaining copies and the reproducible.

Working drawings are required in the following sections:

TABLE 2-5.3.2 (A)
Item Section
Number
Title Subject
1 7-10.4.1 Safety Orders Trench Shoring
2 207-2.5 Joints Reinforced Concrete Pipe
3 207-8.4 Joints Vitrified Clay Pipe
4 207-10.2.1 General Fabricated Steel Pipe
5 300-3.2 Cofferdams Structure Excavation & Backfill
6 303-1.6.1 General Falsework
7 303-1.7.1 General Placing Reinforcement
8 303-3.1 General Prestressed Concrete Construction
9 304-1.1.1 Shop Drawings Structural Steel
10 304-1.1.2 Falsework Plans Structural Steel
11 304-2.1 General Metal Hand Railings
12 306-2.1 General Jacking Operations
13 306-3.1 General Tunneling Operations
14 306-3.4 Tunnel Supports Tunneling Operations
15 306-6 Remodeling Existing Sewer
Facilities
Polyethylene Liner Installation
16 306-8 Microtunneling Microtunneling Operations
17 307-4.3 Controller Cabinet Wiring Diagrams Traffic Signal Construction

Working drawings listed above as Items 5, 6, 8, 9, 10, 12, 13, 14 and 16 shall be prepared by a Civil or Structural Engineer registered by the State of California.

2-5.3.3 Shop Drawings. Shop drawings are drawings showing details of manufactured or assembled products proposed to be incorporated into the Work. Shop drawings required shall be as specified in the Special Provisions.

2-5.3.4 Supporting Information. Supporting information is information required by the Specifications for the purposes of admi nistration of the Contract, analysis for verification of conformance with the Specifications, the operation and maintenance of a manufactured product or system to be constructed as part of the Work, and other information as may be required by the Engineer. Six copies of the supporting information shall be submitted to the Engineer prior to the start of the Work unless otherwise specified in the Special Provisions or directed by the Engineer.

Supporting information for systems shall be bound together and inc lude all manufactured items for the system. If resubmittal is not required, three copies will be returned to the Contractor.

Supporting information shall consist of the following and is required unless otherwise specified in the Special Provisions:

1. List of Subcontractors per 2-3.2.

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2. List of Materials per 4-1.4.

3. Certifications per 4-1.5.

4. Construction Schedule per 6-1.

5. Confined Space Entry Program per 7-10.4.4.

6. Concrete mix designs per 201-1.1.

7. Asphalt concrete mix designs per 203-6.1.

8. Data, including, but not limited to, catalog sheets, manufacturer’s brochures, technical bulletins, specifications, diagrams, product samples, and other information necessary to describe a system, product or item. This information is required for irrigation systems, street lighting systems, and traffic signals, and may also be required for any product, manufactured item, or system.

2-5.4 Record Drawings. The Contractor shall provide and keep up-to-date a complete "as-built" record set of blue-line prints, which shall be corrected in red daily and show every change from the original drawings and specifications and the exact "as -built" locations, sizes and kinds of equipment, underground piping, valves, and all other work not visible at surface grade. Prints for this purpose may be obtained from the Agency at cost. This set of drawings shall be kept on the job and shall be used only as a record set and shall be delivered to the Engineer within ten (10) days of completion of the work. Payment for performing the work required by Section 2-5.4 shall be included in the various bid items and no additional payment will be made therefor.

2-6 WORK TO BE DONE. The Contractor shall perform all work necessary to complete the Contract in a satisfactory manner. Unless otherwise provided, the Contractor shall furnish all materials, equipment, tools, labor, and incidentals necessary to complete the Work.

2-7 SUBSURFACE DATA. All soil and test hole data, water table elevations, and soil analyses shown on the drawings or included in the Specifications apply only at the location of the test holes and to the depths indicated. Soil test reports for test holes which have been drilled are available for inspection at the office of the E ngineer. Any additional subsurface exploration shall be done by Bidders or the Contractor at their own expense.

The indicated elevation of the water table is that which existed on the date when test hole data was determined. It is the Contractor’s respons ibility to determine and allow for the elevation of groundwater at the date of project construction. A difference in elevation between groundwater shown in soil boring logs and groundwater actually encountered during construction will not be considered as a basis for extra work.

2-8 RIGHT-OF-WAY. Rights-of-way, easements, or rights -of-entry for the Work will be provided by the Agency. Unless otherwise provided, the Contractor shall make arrangements, pay for, and assume all responsibility for acquiring, using, and disposing of additional work areas and facilities temporarily required. The Contractor shall indemnify and hold the Agency harmless from all claims for damages caused by such actions.

2-9 SURVEYING.

2-9.1 Permanent Survey Markers. The Contractor shall not cover or disturb permanent survey monuments or benchmarks without the consent of the Engineer. Where the Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractical, the Contractor shall employ a licensed land surveyor or a registered civil engineer authorized to practice land surveying within the State of California, hereinafter Surveyor, to establish the location of the monument before it is disturbed. The Contractor shall have the monument replaced

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by the Surveyor no later than thirty (30) days after construction at the site of the replacement is completed. The Surveyor shall file corner record(s) as required by §§ 8772 and 8773, et seq. of the California Business and Professions Code.

When a change is made in the finished elevation of the pavement of any roadway in which a permanent survey monument is located, the Contractor shall adjust the monument frame and cover to the new grade within 7 days of paving unless the Engineer shall appr ove otherwise.

Monument frames and covers shall be protected during street sealing or painting projects or be cleaned to the satisfaction of the Engineer.

2-9.2 Survey Service. The Contractor shall hire and pay for the services of a Surveyor, hereinafter Surveyor to perform all work necessary for establishing control, construction staking, records research and all other surveying work necessary to construct the work, provide surveying services as required herein and provide surveying, drafting and other p rofessional services required to satisfy the requirements of the Land Surveyors Act. Surveyor shall be resident on the site during all surveying operations and shall personally supervise and certify the surveying work.

2-9.2.1 Submittal of Surveying Data, All surveying data submittals shall conform to the requirements of Section 2-5.3.3, “Submittals”, herein. The Contractor shall submit grade sheets to the Engineer before commencing work in the area affected by the grade sheets. The Contractor shall submit field notes for all surveying required herein to the Engineer within ten days of performing the survey. All surveying field notes, grade sheets and survey calculations shall be submitted in bound form on 215mm by 280 mm (81/2” by 11”) paper. The field notes, calculations and supporting data shall be clear and complete. Supporting data shall include all maps, affidavits, plats, field notes from earlier surveys and all other evidence used by the Surveyor to determine the location of the monuments set. The field notes and calculations will be labeled with name of the Surveyor, the party chief, the field crewmembers and the author of the field notes or calculations. They shall be annotated with the date of observation or calculation, be numb ered with consecutive page numbers and shall be readable without resort to any electronic aid, computer program or documentation for any computer program. The field notes shall be prepared in conformance with the CALTRANS “Surveys Manual”. The Contractor shall have a Record of Survey prepared by the Surveyor and file it in conformance with §§ 8700 - 8805 of the State of California Business and Professions Code when the Surveyor performs any surveying that such map is required under §§ 8762 of the State of California Business and Professions Code and whenever the Surveyor shall establish, set or construct any permanent survey monument. SDRS drawing M-10 type monuments, bolts, spikes, leaded tacks and nails (when set in concrete), iron pipes, reinforcing ste el and all monuments and marks that are at, or accessory to, property corners and street centerlines are permanent survey monuments. The Record of Survey shall show all monuments set, control monuments used, the basis of bearings and all other data needed to determine the procedure of survey and the degree of accuracy attained by the field surveying including the unadjusted ratio of closure. The unadjusted ratio of closure shall not exceed 1 part in 40,000. The record of survey shall show the location and justification of location of all permanent monuments set and their relation to the street right -of-way. Record(s) of Survey(s) shall be submitted for the Engineer’s review and approval before submittal to the County Surveyor and before submittal to the County Recorder.

2-9.2.2 Survey Requirements, Stakes shall be set at offsets approved by the Engineer at no greater intervals than specified in TABLE 2 -9.2.2(A) as measured along the project stationing.

Stakes shall be set to show the location and grade of future curbs adjacent to traffic signal locations where the curb is not being built as a part of this contract. Staking and marking shall be completed by the Surveyor and inspected and approved by the Engineer before the start of

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construction in the area marked. Centerline monument shall have the disk stamped with the date the monument was set and the registration number of the Surveyor. Habitat mitigation sites and other areas to be preserved that are shown on the plans shall be staked and flagged prior to the start of any other activities within the limits of the work. When curb and gutter does not exist and is not being installed as a part of the project the location of adjacent facilities being constructed as a part of the contract the Contractor shall place stakes defining the horizontal and ver tical location of such adjacent utility vaults, poles or other facilities that are being installed as parts of, or adjunct to, the project either by the Contractor and/or those noted on the plans as to be installed by others.

TABLE 2-9.2.2(A)
Survey Requirements for Construction Staking

Feature Staked Stake
Description

Centerline or Parallel to Centerline
Spacing, 
Lateral
Spacing ,

Setting Tolerance
(Within)
Street Centerline SDRS M-10
Monument
1000’, Street Intersections, Begin and end
of curves, only when shown on the plans
on street
centerline

0.02’
Horizontal, also see
Section 2-9.2.1 herein
Clearing Lath in soil,
painted line
on PCC & AC
surfaces
lath - Intervisible,  50’ on tangents
&  25’ on curves, Painted line - continuous
at clearing line 1’ Horizontal
Slope RP + Marker
Stake
Intervisible and  50’ Grade Breaks
&  25’

0.1’ Vertical &
Horizontal
Fence RP + Marker
Stake
 200’ on tangents,  50’ on curves when
R 1000’ & 25’ on curves when R 1000’
N/A
( constant
offset)

0.1’ Horizontal
Rough Grade
Cuts or Fills  10
m (33’)
RP + Marker
Stake
 50’ N/A 0.1’ Vertical &
Horizontal
Final Grade
(includes top of:

Basement soil,
subbase and
base)
RP + Marker
Stake, Blue-
top in
grading area
 50’ on tangents & curves when R 1000’
&
 25’ on curves when R  1000’
 22’ 3/8” Horizontal & 1/4”
Vertical
Asphalt Pavement
Finish Course
RP, paint on
previous
course
 25’ or as per the intersection grid points
shown on the plan whichever provides the
denser information
edge of
pavement,
paving pass
width, crown
line & grade
breaks
3/8” Horizontal & 1/4”
Vertical
Drainage
Structures, Pipes
& similar
Facilities, 
RP + Marker
Stake
intervisible &  25’, beginning and end, BC
& EC of facilities, Grade breaks, Alignment
breaks, Junctions, Inlets & similar facilities,
Risers & similar facilities (except plumbing),
Skewed cut-off lines
as appropriate 3/8” Horizontal & 1/4”
Vertical
Curb RP + Marker
Stake
 25’, BC & EC, at ¼, ½ & ¾ on curb
returns & at beginning & end
( constant
offset)
3/8” Horizontal & 1/4”
Vertical
Traffic Signal  Vertical locations shall be based on the ultimate elevation of curb and sidewalk

Signal Poles &
Controller 
RP + Marker
Stake
at each pole & controller location as appropriate 3/8” Horizontal & 1/4” Vertical
Junction Box  RP + Marker
Stake
at each junction box location as appropriate 3/8” Horizontal & 1/4” Vertical
l+~
~-

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Feature Staked Stake
Description

Centerline or Parallel to Centerline
Spacing, 
Lateral
Spacing ,

Setting Tolerance
(Within)
Conduit  RP + Marker
Stake
 50’ on tangents & curves when R 1000’
&
 25’ on curves when R  1000’ or where
grade  0.30%
as appropriate 3/8” Horizontal & when
depth cannot be
measured from
existing pavement
1/4” Vertical
Minor Structure  RP + Marker
Stake + Line
Stake
for catch basins: at centerline of box, ends
of box & wings & at each end of the local
depression 
as appropriate 3/8” Horizontal & 1/4”
Vertical (when vertical
data needed)
Abutment Fill RP + Marker
Stake + Line
Stake
 50’ & along end slopes & conic transitions as appropriate 0.1’ Vertical & Horizontal
Wall  RP + Marker
Stake + Line
Point +Guard
Stake
 50’ and at beginning & end of: each wall,
BC & EC, layout line angle points, changes
in footing dimensions &/or elevation & wall
height
as appropriate 1/4” Horizontal & 1/4”
Vertical
Major Structure 
Footings,
Bents,
Abutments &
Wingwalls
RP + Marker
Stake + Line
Point +Guard
Stake
10’ to 33’ as required by the Engineer, BC &
EC, transition points & at beginning & end.

Elevation points on footings at bottom of
columns
as appropriate 3/8” Horizontal & 1/4”
Vertical
Superstructures RP 10’ to 33’ sufficient to use string lines, BC & EC, transition points & at beginning & end.

Elevation points on footings at bottom of
columns
as appropriate 3/8” Horizontal & 1/4”
Vertical
Miscellaneous 
Contour
Grading 
RP + Marker
Stake
 50’ along contour
line

0.1’ Vertical &
Horizontal
Utilities ,  RP + Marker
Stake
 50’ on tangents & curves when R 1000’
&
 25’ on curves when R  1000’ or where
grade  0.30%
as appropriate 3/8” Horizontal & 1/4”
Vertical
Channels, Dikes
& Ditches 
RP + Marker
Stake
intervisible &  100’, BC & EC of facilities,
Grade breaks, Alignment breaks, Junctions,
Inlets & similar facilities
as appropriate 0.1’ Horizontal & 1/4”
Vertical
Signs  RP + Marker
Stake + Line
Point +Guard
Stake
At sign location Line point 0.1’ Vertical &
Horizontal
Subsurface
Drains 
RP + Marker
Stake
intervisible &  50’, BC & EC of facilities,
Grade breaks, Alignment breaks, Junctions,
Inlets & similar facilities, Risers & similar
facilities
as appropriate 0.1’ Horizontal & 1/4”
Vertical
Overside Drains

RP + Marker
Stake
longitudinal location At beginning
& end

0.1’ Horizontal & 1/4”
Vertical
Markers  RP + Marker
Stake
for asphalt street surfacing  50’ on
tangents & curves when R 1000’ &  25’
on curves when R  1000’.

At marker
location(s)
1/4” Horizontal
Railings &
Barriers 
RP + Marker
Stake
At beginning & end and  50’ on tangents
& curves when R  1000’ &  25’ on curves
when R  1000’
at railing &
barrier
location(s)
3/8” Horizontal &
Vertical
AC Dikes  RP + Marker
Stake
At beginning & end as appropriate 0.1’ Horizontal &
Vertical
Box Culverts 10’ to 33’ as required by the Engineer, BC & EC, transition points & at beginning & end.

Elevation points on footings & at invert
as appropriate 3/8” Horizontal & 1/4”
Vertical
Pavement
Markers
RP 200’ on tangents, 50’ on curves when
R  1000’ & 25’ on curves when R  1000’.

For PCC surfaced streets lane cold joints
will suffice
at pavement
marker
location(s)
1/4” Horizontal
 Staking for feature may be omitted when adjacent marker stakes reference the offset and elevation of those features and the accuracy requirements of the RP meet the requirements for the feature l+~
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 Reference points shall be sufficiently durable and set securely enough to survive with accuracy intact throughout the installation & inspection of the features or adjacent facilities for which they provide control. RP means reference point for the purposes of this table
 Perpendicular to centerline.
 Some features are not necessarily parallel to centerline but are referenced thereto  Multi-plane surfaced features shall be staked so as to provide line & grade information for each plane of the feature.   means greater than, or equal to, the number following the symbol.  means less than, or equal to, the number following the symbol.
 The cut datum for storm drainage & sanitary sewer pipes & similar structures shall be their invert. The cut datum for all other utilities shall be the top of their pipe or conduit.

All guard stakes, line stakes and lath shall be flagged. Unless otherwise approved by the Engineer flagging, paint and marking cards shall be the color specified in TABLE 2-9.2.2(B)

TABLE 2-9.2.2(B)
Survey Stake Color Code for Construction Staking
Type of Stake Description Color*
Horizontal Control Coordinated control points, control lines, control reference points, centerline, alignments, etc.

White/Red
Vertical Control Bench marks White/Orang
e
Clearing Limits of clearing Yellow/Black
Grading Slope, intermediate slope, abutment fill, rough grade, contour grading, final grade, etc.

Yellow
Structure Bridges, sound and retaining walls, box culverts, etc. White Drainage, Sewer,
Curb
Pipe culverts, junction boxes, drop inlets, headwalls, sewer lines, storm drains, slope protection, curbs, gutters, etc.

Blue
Right-of-Way Fences, R/ W lines, easements, property monuments, etc. White/Yellow Miscellaneous Signs, railings, barriers, lighting, etc. Orange * Flagging and marking cards, if used.

2-9.2.3 Payment for Survey, Payment for work performed to satisfy the requirements of Sections 2-9.1 through 2-9.2.2 shall be included in the actual bid items requiring the survey work and no additional payment will be made. Extension of unit prices for extra work shall include full compensation for attendant survey work and no additional payment will be made. Payment for the replacement of disturbed monuments and the filing of records of survey and/or corner records, including filing fees, shall be incidental to the work necessitating the disturbance of said monuments and no additional payment will be made.

2-9.3 Private Engineers. Surveying by private engineers on the Work shall conform to the quality and practice required by the Engineer.

2-9.4 Line and Grade. All work shall conform to the lines, elevations, and grades shown on the Plans.

Three consecutive points set on the same slope shall be used together so that any variation from a straight grade can be detect ed. Any such variation shall be reported to the Engineer. In the absence of such report, the Contractor shall be responsible for any error in the grade of the finished work.

Grades for underground conduits will be set at the surface of the ground. The Con tractor shall transfer them to the bottom of the trench.

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2-10 AUTHORITY OF BOARD AND ENGINEER. The Board has the final authority in all matters affecting the Work. Within the scope of the Contract, the Engineer has the authority to enforce compliance with the Plans and Specifications. The Contractor shall promptly comply with instructions from the Engineer or an authorized representative.

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

2-10.1 Availability of Records, The Contractor shall, at no charge to the Agency, provide copies of all records in the Contractor’s or subcontracto r’s possession pertaining to the work that the Engineer may request.

2-10.2 Audit And Inspection, Contractor agrees to maintain and/or make available, to the Engineer, within San Diego County, accurate books and accounting records relative to all its activities and to contractually require all subcontractors to this Contract to do the same. The Engineer shall have the right to monitor, assess, and evaluate Contractor’s and its subcontractors’ performance pursuant to this Agreement, said monitoring, assess ments, and evaluations to include, but not be limited to, audits, inspection of premises, reports, contracts, subcontracts and interviews of Contractor’s staff and the staff of all subcontractors to this contract. At any time during normal business hours and as often as the Engineer may deem necessary, upon reasonable advance notice, Contractor shall make available to the Engineer for examination, all of its, and all subcontractors to this contract, records with respect to all matters covered by this Contract and will permit the Engineer to audit, examine, copy and make excerpts or transcripts from such data and records, and to make audits of all invoices, materials, payrolls, records of personnel, and other data relating to all matters covered by this Cont ract. However, any such activities shall be carried out in a manner so as to not unreasonably interfere with Contractor’s ongoing business operations. Contractor and all subcontractors to this contract shall maintain such data and records for as long as may be required by applicable laws and regulations.

2-11 INSPECTION. The Work is subject to inspection and approval by the Engineer. The Contractor shall notify the Engineer before noon of the working day before inspection is required.

Work shall be done only in the presence of the Engineer, unless otherwise authorized. Any work done without proper inspection will be subject to rejection. The Engineer and any authorized representatives shall at all times have access to the Work during its construction at sh ops and yards as well as the project site. The Contractor shall provide every reasonable facility for ascertaining that the materials and workmanship are in accordance with these specifications.

Inspection of the Work shall not relieve the Contractor of th e obligation to fulfill all conditions of the Contract.

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SECTION 3 – CHANGES IN WORK

3-1 CHANGES REQUESTED BY THE CONTRACTOR.

3-1.1 General. Changes in the Plans and Specifications, requested in writing by the Contractor, which do not materially affect the Work and which are not detrimental to the Work or to the interests of the Agency, may be granted by the Engineer. Nothing herein shall be construed as granting a right to the Contractor to demand acceptance of such changes.

3-1.2 Payment for Changes Requested by the Contractor. If such changes are granted, they shall be made at a reduction in cost or no additional cost to the Agency.

3-2 CHANGES INITIATED BY THE AGENCY.

3-2.1 General. The Agency may change the Plans, Specifications, character of the work, or quantity of work provided the total arithmetic dollar value of all such changes, both additive and deductive, does not exceed 25 percent of the Contract Price. Should it become necessary to exceed this limitation, the change shal l be by written Supplemental Agreement between the Contractor and Agency, unless both parties agree to proceed with the change by Change Order.

Change Orders shall be in writing and state the dollar value of the change or established method of payment, an y adjustment in contract time of completion, and when negotiated prices are involved, shall provide for the Contractor’s signature indicating acceptance.

3-2.2 Payment.

3-2.2.1 Contract Unit Prices. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does not involve substantial change in character of the work from that shown on the Plans or specified in the Specifications, then an adjustment in payment will be made. This adjustment will be based upon the increase or decrease in quantity and the Contract Unit Price.

If the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications varies from the Bid quantity by 50 percent or less, payment will be made at the Contract Unit Price. If the actual quantity of said item of work varies from the Bid quantity by more than 5 0 percent, payment will be made per Section 3-2.2.2 or 3-

2.2.3 as appropriate.

If a change is ordered in an item of work covered by a Contract Unit Price, and such change does involve a substantial change in the character of the work from that shown on the Plans or specified in the Specifications, an adjustment in payment will be made per Section 3-2.4.

3-2.2.2 Increases of More Than 5 0 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications, exceed the Bid quantity by more than 5 0 percent, payment for the quantity in excess of 150 percent of the Bid quantity will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3. The Extra Work per Section 3-3, basis of payment, shall not include fixed costs. Fixed costs shall be deemed to have been recovered by the Contractor through payment for 150 percent of the Bid quantity at the Contract Unit Price.

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3-2.2.3 Decreases of More Than 5 0 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price, and constructed in conformance with the Plans and Specifications, be less than 50 percent of the Bid quantity, an adjustment in payment will not be made unless so requested in writing by the Contractor. If the Contractor so requests, payment will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3; however, in no case will payment be less than would be made for the actual quantity at the Contract Unit Price nor more than would be made for 50 percent of the Bid quantity at the Contract Unit Price.

3-2.3 Stipulated Unit Prices. Stipulated Unit Prices are unit prices established by the Agency in the Contract Documents as distinguished from Contract Unit Prices submitted by the Contractor. Stipulated Unit Prices may be used for the adjustment of Contract changes when so specified in the Special Provisions.

3-2.4 Agreed Prices. Agreed Prices are prices for new or unforeseen work, or adjustments in Contract Unit Prices per Section 3-2.2, established by mutual agreement between the Contractor and the Agency. If mutual agreement cannot be reached, the Engineer may direct the Contractor to proceed on the basis of Extra Work in accordance per Section 3-3, except as otherwise specified in Sections 3-2.2.2 and 3-2.2.3.

3.2.4.1 Schedule of Values. Prior to construction, Contractor shall provide a schedule of values for all lump sum bid items that shall be used for the purpose of progress payments. The prices shall be valid for the purpose of change orders to the project.

3.2.5 Eliminated Items. Should any Bid item be eliminated in its entirety, payment will be made to the Contractor for its actual costs incurred in connection with the eliminated item prior to notification in writing from the Engineer so stating its elimination. If material conforming to the Plans and Specifications is or dered by the Contractor for use in the eliminated item prior to the date of notification of elimination by the Engineer, and if the order for that material can not be canceled, payment will be made to the Contractor for the actual cost of the material. In this case, the material shall become the property of the Agency. Payment will be made to the Contractor for its actual costs for any further handling. If the material is returnable, the material shall be returned and payment will be made to the Contractor for the actual cost of charges made by the supplier for returning the material and for handling by the Contractor. Actual costs, as used herein, shall be computed on the basis of Extra Work per Section 3-3.

3-3 EXTRA WORK.

3-3.1 General. New or unforeseen work will be classified as “extra work” when the Engineer determines that it is not covered by Contract Unit Prices or stipulated unit prices.

3-3.2 Payment.

3-3.2.1 General. When the price for the extra work cannot be agreed upon, the Agenc y will pay for the extra work based on the accumulation of costs as provided herein.

3-3.2.2 Basis for Establishing Costs.

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(a) Labor. The costs of labor will be the actual cost for wages of workers performing the extra work at the time the extra work is done, plus employer payments of payroll taxes, workers compensation insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs, resulting from Federal, State, or local laws, as well as assessments or benefits required by lawful collective bargaining agreements.

The use of a labor classification which would increase the extra work cost will not be permitted unless the Contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental. The labor cost for foremen shall be proportioned to all of their assigned work and only that applicable to extra work will be paid.

Nondirect labor costs, including superintendence, shall be considered part of the markup of Section 3-3.2.3 (a).

(b) Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available and delivered to the job site in the quantities involved, plus sales tax, freight, and delivery.

The Agency reserves the right to approve materials and sources of supply, or to supply materials to the Contractor if necessary for the progress of the Work. No markup shall be applied to any material provided by the Agency.

(c) Tool and Equipment Rental. No payment will be made for the use of tools which have a replacement value of $200 or less.

Regardless of ownership, the rates and right-of-way delay factors to be used in determining rental and delay costs shall be the edition of the, “Labor Surcharge and Equipment Rental Rates” published by CALTRANS, current at the time of the actual use of the tool or equipment. The right- of-way delay factors therein shall be used as multipliers of the rental rates for determining the value of costs for delay to the Contractor and subcontractors, if any. The labor surcharge rates published therein are not a part of this contract.

The rental rates paid shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all incidentals. Necessary loading and transportation costs for equipment used on the extra w ork shall be included.

If equipment is used intermittently and, when not in use, could be returned to its rental source at less expense to the Agency than holding it at the Work site, it shall be returned, unless the Contractor elects to keep it at the Work site, at no expense to the Agency.

All equipment shall be acceptable to the Engineer, in good working condition, and suitable for the purpose for which it is to be used. Manufacturer’s ratings and approved modifications shall be used to classify equipm ent and it shall be powered by a unit of at least the minimum rating recommended by the manufacturer.

The reported rental time for equipment already at the Work site shall be the duration of its use on the extra work. This time begins when equipment is fi rst put into actual operation on the extra work, plus the time required to move it from its previous site and back, or to a closer site.

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(d) Other Items. The Agency may authorize other items which may be required on the extra work, including labor, servi ces, material, and equipment. These items must be different in their nature from those required for the Work, and be of a type not ordinarily available from the Contractor or Subcontractors.

Invoices covering all such items in detail shall be submitted with the request for payment.

(e) Invoices. Vendors’ invoices for material, equipment rental and other expenditures shall be submitted with the request for payment. If the request for payment is not substantiated by invoices or other documentation, the Agency may establish the cost of the item involved at the lowest price which was current at the time of the report.

3-3.2.3 Markup.

(a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits:

1. Labor …………………………..…. 20

2. Materials …………………………. 15

3. Equipment Rental ………………. 15

4. Other Items and Expenditures … 15

To the sum of the costs and markups provided for in this section, 1 percent shall be added as compensation for bonding.

(b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup est ablished in Section 3 -3.2.3(a) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

3-3.3 Daily Reports by Contractor. When the price for the extra work cannot be agreed upon, the Contractor shall submit a daily report to the Engineer on forms approved by the Agency.

Included are applicable delivery tickets, listing all labor, materials, and equipment involved for that day, and other services and expenditures when authorized. Payment for extra work will not be made until such time that the Contractor submits completed daily reports and all supporting documents to the Engineer. Failure to submit the daily report by the close of the next working day may waive any rights for that day. An attempt shall be made to reconcile the report daily, and it shall be signed by the Engineer and the Contractor. In the event of disagreement, pertinent notes shall be entered by each party to explain points which cannot be resolved immediately. Each party shall retain a signed copy of the report. Reports by Subcontractors or others shall be submitted through the Contractor.

The report shall:

1. Show names of workers, classifications, and hours worked.

2. Describe and list quantities of materials used.

3. Show type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable.

4. Describe other services and expenditures in such detail as the Agency may require.

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3-4 CHANGED CONDITIONS. The Contractor shall promptly notify the Engineer of the following Work site con ditions (hereinafter called changed conditions), in writing, upon their discovery and before they are disturbed:

1. Subsurface or latent physical conditions differing materially from those represented in the Contract;

2. Unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character being performed; and

3. Material differing from that represented in the Contract which the Contractor believes may be hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law.

The Engineer will promptly investigate conditions whic h appear to be changed conditions. If the Engineer determines that conditions are changed conditions and they will materially affect performance time, the Contractor, upon submitting a written request, will be granted an extension of time subject to the provisions of 6-6.

If the Engineer determines that the conditions do not justify an adjustment in compensation, the Contractor will be notified in writing. This notice will also advise the Contractor of its obligation to notify the Engineer in writing if the Contractor disagrees.

The Contractor’s failure to give notice of changed conditions promptly upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith.

The Contractor shall not be entitled to the payment of any additional compensation for any act, or failure to act, by the Engineer, including failure or refusal to issue a change order, or for the happening of any event, thing, occurrence, or other cause, unless the Contractor shall have first given the Engineer due written notice of potential claim as hereinafter specified. Compliance with this section shall not be required as a prerequisite to notice provisions in Section 6 -7.3 Contract Time Accounting, nor to any claim that is based on differen ces in measurement or errors of computation as to contract quantities. The written notice of potential claim for changed conditions shall be submitted by the Contractor to the Engineer upon their discovery and prior to the time that the Contractor performs the work giving rise to the potential claim. The Contractor’s failure to give written notice of potential claim for changed conditions to the agency upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith.

The Contractor shall provide the City with a written document containing a description of the particular circumstances giving rise to the potential claim, the reasons for which the Contractor believes additional compensation may be due and nature of any and all costs involved within 20 working days of the date of service of the written notice of potential claim for changed conditions.

Verbal notifications are disallowed.

The potential claim shall include the following certification relative to the California False Claims Act, Government Code Sections 12650-12655.

“The undersigned certifies that the above statements are made in full cognizance of the California False Claims Act, Government Code Sections 12650 -12655. The undersigned further understands and agrees that this potential claim, unless resolved, must be restated as a claim in response to the City’s proposed final estimate in order for it to be further considered.”

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By: ___________________________________ Title: ______________________________

Date: _________________________________

Company Name: ______________________________________________________________

The Contractor’s estimate of costs may be updated when actual costs are known. The Contractor shall submit substantiation of its actual costs to the Engineer within 20 working days after the affected work is completed. Failure to do so shall be sufficient cause for denial of any claim subsequently filed on the basis of said notice of potential claim.

It is the intention of this section that differences between the parties arising under and by virtue of the contract be brought to the attention of the Engin eer at the earliest possible time in order that such matters be settled, if possible, or other appropriate action promptly taken.

3-5 DISPUTED WORK. The Contractor shall give the agency written notice of potential claim prior to commencing any disputed work. Failure to give said notice shall constitute a waiver of all claims in connection therewith. If the contractor and the agency are unable to reac h agreement on disputed work, the Agency may direct the contractor to proceed with the work.

Prior to proceeding with dispute resolution pursuant to Public Contract Code provisions specified hereinafter, the contractor shall attempt to resolve all dispute s informally through the following dispute resolution chain of command:

1. Project Inspector

2. Construction Manager

3. Deputy City Engineer, Construction Management & Inspection

4. City Engineer

5. City Manager

The Contractor shall submit a complete report within 20 working days after completion of the disputed work stating its position on the claim, the contractual basis for the claim, alo ng with all documentation supporting the costs and all other evidentiary materials. At each level of claim or appeal of claim the City will, within 10 working days of receipt of said claim or appeal of claim, review the Contractor’s report and respond with a position, request additional information or request that the Contractor meet and present its report. When additional information or a meeting is requested the City will provide its position within 10 working days of receipt of said additional information or Contractor’s presentation of its report. The Contractor may appeal each level’ s position up to the City Manager after which the Contractor may proceed under the provisions of the Public Contract Code.

The authority within the dispute resolution chain of command is limited to recommending a resolution to a claim to the City Manager. Actual approval of the claim is subject to the change order provisions in the contract.

All claims by the -Contractor shall be resolved in accordance with Public Contract Code section 9204, which is set forth below:

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9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner.

(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this sect ion shall apply to any claim by a contractor in connection with a public works project.

(c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) “Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department. (ii) The Department of Transportation as to any project under the jurisdiction of that department. (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 a ny project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor.

(d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim.

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(C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45 -day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation.

Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced.
(E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied b y reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may

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request in writing, either on his or her own behalf or on behalf of a lower tier sub contractor, 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 direct ly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.

(g) This section applies to contracts entered into on or after January 1, 2017.

(h) Nothing in this section shall impose liabi lity 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.

In addition, all claims by Contractor for $375,000 or less shall be resolved in accordance with the procedures in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with Section 20104) which is set forth below.

ARTICLE 1.5 RESOLUTION OF CONSTRUCTION CLAIMS

20104. (a)(1) This article applies to all public works claims of three hundred seventy-five thousand dollars ($375,000) or less which arise between a contractor and a local agency. (2) This article shall not apply to any claims resulting from a contract between a contractor and a public agency when the public agency has elected to resolve any disputes pursuant to Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2. (b)(1) "Public work" has the same meaning as in Sections 3100 and 3106 of the Civil Code, except that "public work" does not include any work or improvement contracted for by the state or the Regents of the University of California.
(2) "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public work and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled to, or (C) an amount the payment of which i s disputed by the local agency.
(c) The provisions of this article or a summary thereof shall be set forth in the plans or specifications for any work which may give rise to a claim under this article.

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(d) This article applies only to contracts entered into on or after January 1, 1991.

20104.2. For any claim subject to this article, the following requirements apply:
(a) The claim shall be in writing and include the documents necessary to substantiate the claim.

Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims.
(b)(1) For claims of less than fifty thousand dollars ($50,000), the local agency shall r espond in writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the clai m, as further documented, shall be submitted to the claimant within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the claimant in producing the additional information, whichever is greater.
(c)(1) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred seventy-five thousand dollars ($375,000), the local agency shall respond in writing to all written claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant.
(2) If additional information is thereafter required, it shall be reques ted and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater.
(d) If the claimant disputes the local agency's written response, or the local agency fails to respond within the time prescribed, the claimant may so notify the local agency, in writing, either within 15 days of receipt of the local agency's response or within 15 days of the local agency's failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the local agency shall schedule a meet and confer conference within 30 days for settlement of the dispute. (e) Following the meet and confer conference, if the claim or any portion remains in dispute, the claimant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a) until the time that claim is denied as a r esult of the meet and confer process, including any period of time utilized by the meet and confer process. (f) This article does not apply to tort claims and nothing in this article is intended nor shall be construed to change the time periods for filing tor t claims or actions specified by Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code.

20104.4. The following procedures are established for all civil actions filed to resolve claims subject to this article:
(a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a

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disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation un less a time requirement is extended upon a good cause showing to the court or by stipulation of both parties.

If the parties fail to select a mediator within the 15-day period, any party may petition the court to appoint the mediator.
(b)(1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil procedure) shall apply to any proceeding brought under the subdivision consistent with the rules pertaining to judicial arbitration.
(2) Notwithstanding a ny other provision of law, upon stipulation of the parties, arbitrators appointed for purposes of this article shall be experienced in construction law, and, upon stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except in the case of arbitration where the arbitrator, for good cause, determines a different division. In no event shall these fees or expenses be paid by state or county funds. (3) In addition to Chapter 2.5 (commencing with Section 1141.10) Title 3 of Part 3 of the Code of Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, pay the attorney's fees of the other party arising out of the trial de novo. (c) The court may, upon request by any party, order any witnesses to participate in the mediation or arbitration process.

20104.6. (a) No local agency shall fail to pay money as to any portion of a claim which is undisputed except as otherwise provided in the contract. (b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court of law.

Although not to be construed as proceeding under extra work provisions, the Contractor shall keep and furnish records of disputed work in accordance with Section 3-3.

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SECTION 4 – CONTROL OF MATERIALS

4-1 MATERIALS AND WORKMANSHIP.

4-1.1. General. All materials, parts, and equipment furnished by the Contractor in the Work shall be new, high grade, and free from defects. Quality of work shall be in accordance with the generally accepted standards. Material and work quality shall be subject to th e Engineer’s approval.

Materials and work quality not conforming to the requirements of the Specifications shall be considered defective and will be subject to rejection. Defective work or material, whether in place or not, shall be removed immediately fr om the site by the Contractor, at its expense, when so directed by the Engineer.

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

Used or secondhand materials, parts, and equipment may be used only if permitted by the Specifications.

4-1.2 Protection of Work and Materials. The Contractor shall provide and maintain storage facilities and employ such measures as will preserve the specified quality and fitness of materials to be used in the Work. Stored materials shall be reasonably accessible for inspection. The Contractor shall also adequately protect new and existing work and all items of equipment for the duration of the Contract.

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

4-1.3 Inspection Requirements.

4-1.3.1 General. Unless otherwise specified, inspection is required at the source for such typical materials and fabricated items as bituminous paving mixtures, structural concrete, metal fabrication, metal casting, welding, concrete pipe manufacture, protective coating application, and similar shop or plant operations.

Steel pipe in sizes less than 18 inches and vitrified clay and cast iron pipe in all sizes are acceptable upon certification as to compliance with the Specifications, subject to sampling and testing by the Agency. Standard items of equipment such as electric motors, conveyors, elevators, plumbing fixtures, etc., are subject to inspection at the job site only. Special items of equipment such as designed electrical panel boards, large pumps, sewage plant equipment, etc., are subject to inspection at the source, normally only for performance testing. The Specifications may require inspection at the source for other items not typical of those listed in this section.

The Contractor shall provide the Engineer free and safe access to any and all parts of work at any time. Such free and safe access shall include means of safe access and egress, ventilation, lighting, shoring, dewatering and all elements pertaining to the safety of persons as contained in the State of California, California Code of Regulations, Title 8, Industrial Relations, Chapter 4,

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Division of Industrial Saf ety, Subchapter 4, Construction Safety Orders and such other safety regulations as may apply. Contractor shall furnish Engineer with such information as may be necessary to keep the Engineer fully informed regarding progress and manner of work and character of materials. Inspection or testing of the whole or any portion of the work or materials incorporated in the work shall not relieve Contractor from any obligation to fulfill this Contract.

4-1.3.2 Inspection of Materials Not Locally Produced. When t he Contractor intends to purchase materials, fabricated products, or equipment from sources located more than 50 miles outside the geographical limits of the Agency, an inspector or accredited testing laboratory (approved by the Engineer), shall be engaged by the Contractor at its expense, to inspect the materials, equipment or process. This approval shall be obtained before producing any material or equipment. The inspector or representative of the testing laboratory shall judge the materials by the requirements of the Plans and Specifications. The Contractor shall forward reports required by the Engineer. No material or equipment shall be shipped nor shall any processing, fabrication or treatment of such materials be done without proper inspection by the approved agent. Approval by said agent shall not relieve the Contractor of responsibility for complying with the Contract requirements.

4-1.3.3 Inspection by the Agency. The Agency will provide all inspection and testing laboratory services within 50 miles of the geographical limits of the Agency. For private contracts, all costs of inspection at the source, including salaries and mileage costs, shall be paid by the permittee.

4-1.4 Test of Material. Before incorporation in the Work, the Contractor shall submit samples of materials, as the Engineer may require, at no cost to the Agency. The Contractor, at its expense, shall deliver the materials for testing to the place and at the time designated by the Engineer. Unless otherwise provided, all initial testing will be performed under the direction of the Engineer, and at no expense to the Contractor. If the Contractor is to provide and pay for testing, it will be stated in the Specifications. For private contracts, the testing expense shall be borne by the permittee.

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

If the notice of intent to use is sent before the materials are available for testing or inspection, or is sent so far in advance that the materials on hand at the time will not last but will be replaced by a new lot prior to use on the Work, it will be the Contractor’s responsibility to renotify the Engineer when samples which are representative may be obtained.

Except as specified in these Provisions, the Agency will bear the cost of testing of locally produced materials and/or on -site workmanship where the results of such tests meet or exceed the requirements indicated in the Standard Specifications, Technical Specification, and any Supplemental Provisions. The cost of all other tests shall be borne by the Contractor.

At the option of the Engineer, the source of supply of each of the materials shall be approved by the Engineer before the delivery is started. All materials proposed for use may be inspected or tested at any time during their preparation and use. If, after incorporating such materials into the Work, it is found that sources of supply that have been approved do not furnish a uniform product, or if the product from any source proves unacceptable at any time, the Contractor shall furnish approved material from other approve d sources. If any product proves unacceptable after

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improper storage, handling or for any other reason it shall be rejected, not incorporated into the work and shall be removed from the project site all at the Contractor’s expense.

Compaction tests may be made by the Engineer and all costs for tests that meet or exceed the requirements of the specifications shall be borne by the Agency. Said tests may be made at any place along the work as deemed necessary by the Engineer. The costs of any retests made necessary by noncompliance with the specifications shall be borne by the Contractor.

4-1.5 Certification. The Engineer may waive materials testing requirements of the Specifications and accept the manufacturer’s written certification that the materials to be supplied meet those requirements. Material test data may be required as part of the certification.

4-1.6 Trade Names or Equals. The Contractor may supply any of the materials specified or offer an equivalent. The Engineer shall determine whether the material offered is equivalent to that specified. Adequate time shall be allowed for the Engineer to make this determination.

Whenever any particular material, process, or equipment is indicated by patent, proprietary or brand name, or by name of manufacturer, such wording is used for the purpose of facilitating its description and shall be deemed to be follow ed by the words or equal. A listing of materials is not intended to be comprehensive, or in order of preference. The Contractor may offer any material, process, or equipment considered to be equivalent to that indicated. The substantiation of offers shall be submitted as provided in the contract documents.

The Contractor shall, at its expense, furnish data concerning items offered by it as equivalent to those specified. The Contractor shall have the material tested as required by the Engineer to determine that the quality, strength, physical, chemical, or other characteristics, including durability, finish, efficiency, dimensions, service, and suitability are such that the item will fulfill its intended function.

Test methods shall be subject to the appro val of the Engineer. Test results shall be reported promptly to the Engineer, who will evaluate the results and determine if the substitute item is equivalent. The Engineer’s findings shall be final. Installation and use of a substitute item shall not be made until approved by the Engineer.

If a substitute offered by the Contractor is not found to be equal to the specified material, the Contractor shall furnish and install the specified material.

The specified Contract completion time shall not be affected by any circumstance developing from the provisions of this section.

The Contractor is responsible for the satisfactory performance of substituted items. If, in the sole opinion of the Engineer, the substitution is determined to be unsatisfactory in perf ormance, appearance, durability, compatibility with associated items, availability of repair parts and suitability of application the Contractor shall remove the substituted item and replace it with the originally specified item at no cost to the Agency.

4-1.7 Weighing and Metering Equipment. All scales and metering equipment used for proportioning materials shall be inspected for accuracy and certified within the past 12 months by the State of California Bureau of Weights and Measures, by the County Direc tor or Sealer of Weights and Measures, or by a scale mechanic registered with or licensed by the County.

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The accuracy of the work of a scale service agency, except as stated herein, shall meet the standards of the California Business and Professions Code and the California Code of Regulations pertaining to weighing devices. A certificate of compliance shall be presented, prior to operation, to the Engineer for approval and shall be renewed whenever required by the Engineer at no cost to the Agency.

All scales shall be arranged so they may be read easily from the operator’s platform or area. They shall indicate the true net weight without the application of any factor. The figures of the scales shall be clearly legible. Scales shall be accurate to within 1 percent when tested with the plant shut down. Weighing equipment shall be so insulated against vibration or moving of other operating equipment in the plant area that the error in weighing with the entire plant running will not exceed 2 percent for any setting nor 1.5 percent for any batch.

4-1.8 Calibration of Testing Equipment. Testing equipment, such as, but not limited to pressure gages, metering devices, hydraulic systems, force (load) measuring instruments, and strain-measuring devices shall be calib rated by a testing agency acceptable to the Engineer at intervals not to exceed 12 months and following repairs, modification, or relocation of the equipment. Calibration certificates shall be provided when requested by the Engineer.

4-1.9 Construction Materials Dispute Resolution (Soils, Rock Materials, Concrete, Mortar and Related Materials, Masonry Materials, Bituminous Materials, Rock Products, and Modified Asphalts). In the interest of safety and public value, whenever credible evidence arises to contradict the test values of materials, the Agency and the Contractor will initiate an immediate and cooperative investigation. Test values of materials are results of the materials’ tests, as defined by these Specifications or by the special provisions, required to accept the Work. Credible evidence is process observations or test values gathered using industry accepted practices. A contradiction exists whenever test values or process observations of the same or similar materials are dive rse enough such that the work acceptance or performance becomes suspect. The investigation shall allow access to all test results, procedures, and facilities relevant to the disputed work and consider all available information and, when necessary, gather n ew and additional information in an attempt to determine the validity, the cause, and if necessary, the remedy to the contradiction. If the cooperative investigation reaches any resolution mechanism acceptable to both the Agency and the Contractor, the contradiction shall be considered resolved and the cooperative investigation concluded. Whenever the cooperative investigation is unable to reach resolution, the investigation may then either conclude without resolution or continue by written notification of one party to the other requesting the implementation of a resolution process by committee. The continuance of the investigation shall be contingent upon recipient’s agreement and acknowledged in writing within 3 calendar days after receiving a request. Without acknowledgement, the investigation shall conclude without resolution. The committee shall consist of three State of California Registered Civil Engineers. Within 7 calendar days after the written request notification, the Agency and the Contractor will each select one engineer. Within 14 calendar days of the written request notification, the two selected engineers will select a third engineer. The goal in selection of the third member is to complement the professional experience of the first two engineers. Should the two engineers fail to select the third engineer, the Agency and the Contractor shall each propose 2 engineers to be the third member within 21 calendar days after the written request notification. The first two engineers previously se lected shall then select one of the four proposed engineers in a blind draw. The committee shall be a continuance of the cooperative investigation and will re -consider all available information and if necessary gather new and additional information to determine the validity, the cause, and if necessary, the remedy to the contradiction. The committee will focus upon the performance adequacy of the material(s) using standard engineering principles and practices and to ensure public value, the

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committee may provide engineering recommendations as necessary. Unless otherwise agreed, the committee will have 30 calendar days from its formation to complete their review and submit their findings. The final resolution of the committee shall be by majority opinion, in writing, stamped and signed. Should the final resolution not be unanimous, the dissenter may attach a written, stamped, and signed minority opinion. Once started, the resolution process by committee shall continue to full conclusion unless:

1. Within 7 days of the formation of the committee, the Agency and the Contractor reach an acceptable resolution mechanism; or

2. Within 14 days of the formation of the committee, the initiating party withdraws its written notification and agrees to bear all investigative related costs thus far incurred; or

3. At any point by the mutual agreement of the Agency and the Contractor. Unless otherwise agreed, the Contractor shall bear and maintain a record for all the investigative costs until resolution. Should the investigation discover assignable causes for the contradiction, the assignable party, the Agency or the Contractor, shall bear all costs associated with the investigation. Should assignable causes for the contradiction extended to both parties, the investigation will assign costs cooperatively with each party or when necessary, equally.

Should the investigation substantiate a contradiction without assignable cause, the investigation will assign costs cooperatively with each party or when necessary, equally.

Should the investigation be unable to substantiate a contradiction, the initiator of the investigation shall bear all investigative costs. All claim notification requirements of the contract pertaining to the contradiction shall be suspended until the investigat ion is concluded.

4-2 MATERIALS TRANSPORTATION, HANDLING AND STORAGE. The Contractor shall order, purchase, transport, coordinate delivery, accept delivery, confirm the quantity and quality received, prepare storage area(s), store, handle, protect, move, relocate, remove and dispose excess of all materials used to accomplish the Work. Materials shall be delivered to the site of the work only during working hours, as defined in Section 6-7.2, and shall be accompanied by bills of lading that shall clearly state for each delivery: the name of the Contractor as consignee, the project name and number, address of delivery and name of consignor and a description of the material(s) shipped. Prior to storage of any materials which have been shipped to or by the Contractor to any location within the Agency’s boundaries the Contractor shall provide the Engineer a copy of lease agreements for each property where such materials are stored. The lease agreement shall clearly state the term of the lease, the description of materials allowed to be stored and shall provide for the removal of the materials and restoration of the storage site within the time allowed for the Work. All such storage shall conform to all laws and ordinances that may pertain to the materials stored and to preparation of the storage site and the location of the site on which the materials are stored. Loss, damage or deterioration of all stored materials shall be the Contractor’s responsibility. Conformance to the requirements of this section, both within and outside the limits of work are a part of the Work. The Engineer shall have the right to verify the suitability of materials and their proper storage at any time during the Work.

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SECTION 5 – UTILITIES

5-1 LOCATION. The Agency and affected utility companies have, by a search of known records, endeavored to locate and indicate on the Plans, all utilities which exist within the limits of the work. However, the accuracy and/or completeness of the nature, size and/or location of utilities indicated on the Plans is not guaranteed.

Where undergroun d main distribution conduits such as water, gas, sewer, electric power, telephone, or cable television are shown on the Plans, the Contractor shall assume that every property parcel will be served by a service connection for each type of utility.

As provided in Section 4216 of the California Government Code, at least 2 working days prior to commencing any excavation, the Contractor shall contact the regional notification center (Underground Service Alert of Southern California) and obtain an inquiry identification number.

The California Department of Transportation is not required by Section 4216 to become a member of the regional notification center. The Contractor shall contact it for location of its subsurface installations.

The Contractor shall determine the location and depth of all utilities, including service connections, which have been marked by the respective owners and which may affect or be affected by its operations. If no pay item is provided in the Contract for this work, full compensation for such work shall be considered as included in the prices bid for other items of work.

5-2 PROTECTION. The Contractor shall not interrupt the service function or disturb the support of any utility without authority from the owner or order from the Agency . All valves, switches, vaults, and meters shall be maintained readily accessible for emergency shutoff.

Where protection is required to ensure support of utilities located as shown on the Plans or in accordance with Section 5-1, the Contractor shall, unless otherwise provided, furnish and place the necessary protection at its expense.

Upon learning of the existence and location of any utility omitted from or shown incorrectly on the Plans, the Contractor shall immediately notify the Engineer in writing. When authorized by the Engineer, support or protection of the utility will be paid for as provided in Section 3-2.2.3 or 3-3.

The Contractor shall immediately notify the Engineer and the utility owner if any utility is disturbed or damaged. The Contractor shall bear the costs of repair or replacement of any utility damaged if located as noted in Section 5-1.

When placing concrete around or contiguous to any non-metallic utility installation, the Contractor shall at its expense:

1. Furnish and install a 2 inch cushion of expansion joint material or other similar resilient material; or

2. Provide a sleeve or other opening which will result in a 2 inch minimum -clear annular space between the concrete and the utility; or

3. Provide other acceptable means to prevent embedment in or bonding to the concrete.

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Where concrete is used for backfill or for structures which would result in embedment, or partial embedment, of a metallic utility installation; or where the coating, bedding or other ca thodic protection system is exposed or damaged by the Contractor’s operations, the Contractor shall notify the Engineer and arrange to secure the advice of the affected utility owner regarding the procedures required to maintain or restore the integrity of the system.

5-3 REMOVAL. Unless otherwise specified, the Contractor shall remove all interfering portions of utilities shown on the Plans or indicated in the Bid documents as “abandoned” or “to be abandoned in place”. Before starting removal operations, the Contractor shall ascertain from the Agency whether the abandonment is complete, and the costs involved in the removal and disposal shall be included in the Bid for the items of work necessitating such removals.

5-4 RELOCATION. When feasible, the owners responsible for utilities within the area affected by the Work will complete their necessary installations, relocations, repairs, or replacements before commencement of work by the Contractor. When the Plans or Specifications indicate that a utility installation is to be relocated, altered, or constructed by others, the Agency will conduct all negotiations with the owners and work will be done at no cost to the Contractor, except for manhole frame and cover sets to be brought to grade as provided in the Standard Specifications for Public Works Construction, Section 301 -1.6, 202106 Edition. Utilities which are relocated in order to avoid interference shall be protected in their position and the cost of such protection shall be included in the Bid for the items of work necessitating such relocation.

After award of the Contract, portions of utilities which are found to interfere with the Work will be relocated, altered or reconstructed by the owners, or the Engineer may order changes in the Work to avoid interference. Such changes will be paid for in accordance with Section 3-2.

When the Plans or Specifications provide for the Contractor to alter, relocate, or reconstruct a utility, all costs for such work shall be included in the Bid for the items of work necessitating such work. Temporary or permanent relocation or alteration of utilities requested by the Contractor for its convenience shall be its responsibility and it shall make all arrangements and bear all costs.

The utility owner will relocate service connections as necessary within the limits of the Work or within temporary construction or slope easements. When directed by the Engineer, the Contractor shall arrange for the relocation of service connections as necessary between the meter and property line, or between a meter and the limits of te mporary construction or slope easements.

The relocation of such service connections will be paid for in accordance with provisions of Section 3 -3. Payment will include the restoration of all existing improvements which may be affected thereby. The Contract or may agree with the owner of any utility to disconnect and reconnect interfering service connections. The Agency will not be involved in any such agreement.

In conformance with Section 5-6 the Contractor shall coordinate the work with utility agencies and companies. Prior to the installation of any and all utility structures within the limits of work by any utility agency or company, or its contractor, the Contractor shall place all curb or curb and gutter that is a part of the work and adjacent to the location where such utility structures are shown on the plans and are noted as being located, relocated or are otherwise shown as installed by others.

In order to minimize delays to the Contractor caused by the failure of other parties to relocate utilities that interfere with the construction, the Contractor, upon the Engineer’s approval, may be permitted to temporarily omit the portion of work affected by the utility. If such temporary omission is approved by the Engineer the Contractor shall place surv ey or other physical control markers sufficient to locate the curb or curb and gutter to the satisfaction of the utility agency or company.

Such temporary omission shall be for the Contractor’s convenience and no additional

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compensation will be allowed therefore or for additional work, materials or delay associated with the temporary omission. The portion thus omitted shall be constructed by the Contractor immediately following the relocation of the utility involved unless otherwise directed by the Engineer.

5-5 DELAYS. The Contractor shall notify the Engineer of its construction schedule insofar as it affects the protection, removal, or relocation of utilities. Said notification shall be included as a part of the construction schedule required in Section 6-1. The Contractor shall notify the Engineer in writing of any subsequent changes in the construction schedule which will affect the time available for protection, removal, or relocation of utilities.

The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, noted, and completed in accordance with Section 5-1.

The Contractor may be given an extension of time for unforeseen delays attributable to unreasonably protracted interference by utilities in performing work correctly shown on the Plans.

The Agency will assume responsibility for the timely removal, relocation, or protection of existing main or trunkline utility facilities within the area affected by the Work if such utilities are not identified in the Contract Documents. The Contractor will not be assessed liquidated damages for any delay caused by failure of Agency to provide for the timely removal, relocation, or protection of such existing facilities.

If the Contractor sustains loss due to delays attributable to interferences, relocations, or alterations not covered by Section 5 -1, which could not have been avoided by the judicious handling of forces, equipment, or plant, there shall be paid to the Contractor such amount as the Engineer may find to be fair and reasonable compensation for such part of the Contractor’s actual loss as was unavoidable and the Contractor may be granted an extension of time.

5-6 COOPERATION. When necessary, the Contractor shall so conduct its operations as to permit access to the Work site and provide time for utility work to be accomplished during the progress of the Work.

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SECTION 6 – PROSECUTION, PROGRESS,

AND ACCEPTANCE OF THE WORK

6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Except as otherwise provided herein and unless otherwise prohibited by permits from other agencies as may be required by law the Contractor shall begin work within 7 calendar days after receipt of the "Notice to Proceed".

6-1.1 Pre-Construction Meeting. After, or upon, notification of contract award, the Engineer will set the time and location for the Preconstruction Meeting. Attendance of the Contractor’s management personnel responsible for the management, administration, and execution of the project is mandatory for the meeting to be convened. Failure of the Contractor to have the Contractor’s responsible project personnel attend the Preconstruction Meeting will be grounds for default by Contractor per Section 6 -4. No separate payment will be made f or the Contractor’s attendance at the meeting. The notice to proceed will only be issued on or after the completion of the preconstruction meeting.

6-1.1.1 Baseline Construction Schedule Submittal. The Contractor shall submit the Baseline Construction Schedule per the submittal requirements of Section 2 -5.3. The submittal of the Baseline Construction Schedule shall include each item and element of Sections 6 -1.2 through 6-1.2.9 and shall be on hard (paper) copy and electronic media conforming to Section 6-1.3.3 Electronic Media.

6-1.2 Preparation and Review of the Baseline Construction Schedule. The Contractor shall prepare the Baseline Construction Schedule as a Critical Path Method (CPM) Schedule in the precedence diagram method (activity-on-node) format. The Baseline Construction Schedule shall depict a workable plan showing the sequence, duration, and interdependence of all activities required to represent the complete performance of all project work as well as periods where work is precluded. The Baseline Construction Schedule shall begin with the projected date of issuance of the notice to proceed and conclude with the date of final completion per the contract duration.

The Baseline Construction Schedule shall include detail of all project phasing, staging, and sequencing, including all milestones necessary to define beginning and ending of each phase or stage.
6-1.2.1 Time-Scaled Network Diagram. As a part of the Baseline Construction Schedule the Contractor shall prepare and submit to the Engineer a complete time-scaled network diagram showing all of the activities, logic relationships, and milestones comprising the schedule.

6-1.2.2 Tabular Listing. As a part of the Baseline Construction Schedule the Contractor shall prepare and submit to the Engineer a tabular listing of all of the activities, showing for each activity the identification number, the description, the duration, the early start, the early finish, the late start, the late finish, the total float, and all predecessor and successor activities for the activity described.

6-1.2.3 Bar Chart. As a part of the Baseline Construction Schedule the Contractor shall prepare and submit to the Engineer a chart showing individual tasks and their durations arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use differing texture patterns or distinctive line types to show the critical path.

6-1.2.4 Schedule Software. The Contractor shall use commercially available software equal to the Windows 2000 compatible “Suretrak” program by Primavera or “Project” program by Microsoft

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Corporation to prepare the Baseline Construction Schedule and all updates thereto. The Contractor shall submit to the Agency a CD-ROM data disk with all network information contained thereon, in a format readable by a Microsoft Windows 2000 system. The Agency will use a “Suretrak”, “Project” or equal software program for review of the Contractor’s schedule. Should the Contractor elect to use a scheduling program other than the “Suretrak” program by Primavera or “Project” program by Microsoft Corporation the Contractor shall provi de the Engineer three copies of the substituted program that are fully licensed to the Agency and 32 class hours of on- site training by the program publisher for up to eight Agency staff members. The classes shall be presented on Mondays through Thursdays , inclusive, between the hours of 8:00 a.m. and 5:00 p.m. The on-site training shall be held at 1635 Faraday Avenue, Carlsbad, California. The dates and times of the on-site training shall be submitted to the Engineer for approval five working days before the start of the on-site training. The on-site training shall be completed prior to the submittal of the first Baseline Construction Schedule.

6-1.2.5 Schedule Activities. Except for submittal activities, activity durations shall not be shorter than 1 working day nor longer than 15 working days, unless specifically and individually allowed by the Engineer. The Baseline Construction Schedule shall include between 100 and 500 activities, including submittals, interfaces between utility companies and othe r agencies, project milestones and equipment and material deliveries. The number of activities will be sufficient, in the judgment of the Engineer, to communicate the Contractor’s plan for project execution, to accurately describe the project work, and to allow monitoring and evaluation of progress and of time impacts. Each activity’s description shall accurately define the work planned for the activity and each activity shall have recognizable beginning and end points.

6-1.2.6 Float. Float or slack time within the schedule is available without charge or compensation to whatever party or contingency first exhausts it.

6-1.2.7 Restraints to Activities. Any submittals, utility interfaces, or any furnishing of Agency supplied materials, equipment, or services, which may impact any activity’s construction shall be shown as a restraint to those activities. Time periods to accommodate the review and correction of submittals shall be included in the schedule.

6-1.2.8 Late Completion. A Baseline Construction Schedule showing a project duration longer than the specified contract duration will not be acceptable and will be grounds for determination of default by Contractor, per Section 6-4.

6-1.2.9 Early Completion. The Baseline Construction Schedule will show the Contractor’s plan to support and maintain the project for the entire contractual time span of the project. Should the Contractor propose a project duration shorter than contract duration, a complete Baselin e Construction Schedule must be submitted, reflecting the shorter duration, in complete accordance with all schedule requirements of Section 6 -1. The Engineer may choose to accept the Contractor’s proposal of a project duration shorter than the duration s pecified; provided the Agency is satisfied the shortened Baseline Construction Schedule is reasonable and the Agency and all other entities, public and private, which interface with the project are able to support the provisions of the shortened Baseline C onstruction Schedule. The Agency’s acceptance of a shortened duration project will be confirmed through the execution of a contract change order revising the project duration and implementing all contractual requirements including liquidated damages in accordance with the revised duration.

6-1.2.10 Engineer’s Review. The Construction Schedule is subject to the review of the Engineer.

The Engineer’s determination that the Baseline Construction Schedule proposed by the

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Contractor complies with the requirements of these supplemental provisions shall be a condition precedent to issuance of the Notice to Proceed by the Engineer. If the Engineer determines that the Construction Schedule does not meet the requirements of these specifications the Contractor shall correct the Construction Schedule to meet these specifications and resubmit it to the Engineer. Failure of the Contractor to obtain the Engineer’s determination that the initial Construction Schedule proposed by the Contractor complies with the requireme nts of these supplemental provisions within thirty (30) working days after the date of the preconstruction meeting shall be grounds for termination of the contract per Section 6 -4. Days used by the Engineer to review the initial Construction Schedule will not be included in the 30 working days.

The Engineer will review and return to the Contractor, with any comments, the Baseline Construction Schedule within 15 working days of submittal. The Baseline Construction Schedule will be returned marked as per Sections 6-1.2.10.1 through 6-1.2.10.3.

6-1.2.10.1 “Accepted.” The Contractor may proceed with the project work upon issuance of the Notice to Proceed, and will receive payment for the schedule in accordance with Section 6-1.8.1.

6-1.2.10.2 “Accepted with Comments.” The Contractor may proceed with the project work upon issuance of the Notice to Proceed. The Contractor must resubmit the schedule incorporating the comments prior to receipt of payment per Section 6-1.8.1.

6-1.2.10.3 “Not Accepted.” The Con tractor must resubmit the schedule incorporating the corrections and changes of the comments prior to receipt of payment per Section 6 -1.8.1. The Notice to Proceed will not be issued by the Engineer if the changes of the comments are not submitted as required hereinbefore and marked “Accepted” or “Accepted with Comments” by the Engineer. The Contractor, at the sole option of the Engineer, may be considered as having defaulted the contract under the provisions of Section 6 -4 DEFAULT BY CONTRACTOR if the changes of the comments are not submitted as required hereinbefore and marked “Accepted” by the Engineer.

6-1.3 Preparation of Schedule Updates and Revisions. The Contractor shall meet with the Engineer during the last week of each month to agree upon each activity’s schedule status and shall submit monthly updates of the Baseline Construction Schedule confirming the agreements no later than the fifth working day of the following month. The monthly update will be submitted on hard (paper) copy and elect ronic media conforming to Section 6 -1.3.3 Electronic Media per the submittal requirements of Section 2-5.3 and will include each item and element of Sections 6-

1.2 through 6-1.2.9 and 6-1.3.1 through 6-1.3.7.

6-1.3.1 Actual Activity Dates. The actual date s each activity was started and/or completed during the month. After first reporting an actual date, the Contractor shall not change that actual date in later updates without specific notification to the Engineer with the update.

6-1.3.2 Activity Percent Complete. For each activity underway at the end of the month, the Contractor shall report the percentage determined by the Engineer as complete for the activity.

6-1.3.3 Electronic Media. The schedule data disk shall be a CD-ROM, labeled with the project name and number, the Contractor’s name and the date of preparation of the schedule data disk.

The schedule data disk shall be readable by the software specified in Section 6-1.2.4 “Schedule Software” and shall be free of file locking, encryption or any other protocol that would impede full access of all data stored on it.

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6-1.3.4 List of Changes. A list of all changes made to the activities or to the interconnecting logic, with an explanation for each change.

6-1.3.5 Change Orders. Each monthly update will include the addition of the network revisions reflecting the change orders approved in the previous month. The network revisions will be as agreed upon during the review and acceptance of the Contractor’s change orders.

6-1.3.6 Bar Chart. Each monthly update will include a chart showing individual tasks and their durations arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use differing texture patterns or distinctive line types to show the critical path.

6-1.4 Engineer’s Review of Updated Construction Schedule. The Engineer will review and return the Updated Construction Schedule to the Contractor, with any comments, within 5 working days of submittal. The Updated Construction Schedule will be returned marked as per Sections 6-1.4.1 through 6-1.4.3. Any Updated Construction Schedule marked “Accepted with Comments” or “Not Accepted” by the Engineer will be returned to the Contractor for correction. Upon resubmittal the Engineer will review and return the resubmitted Updated Construction Schedule to the Contractor, with any comments, within 5 working days. Failure of the Contractor to submit a monthly updated construction schedule will invoke the same consequences as the Engineer returning a monthly updated construction schedule marked “Not Accepted”.

6-1.4.1 “Accepted.” The Contractor may proceed with the project work, and will receive payment for the schedule in accordance with Section 6-1.8.2.

6-1.4.2 “Accepted with Comments.” The Contractor may proceed with the project work. The Contractor must resubmit the Updated Construction Schedule to the Engineer incorporating the corrections and changes noted in the Engineer’s comments prior to receipt of payment per Section 6-1.8.2.

6-1.4.3 “Not Accepted.” The Contractor must resubmit the Updated Construction Sche dule to the Engineer incorporating the corrections and changes noted in the Engineer’s comments prior to receipt of payment per Section 6-1.8.2. The Contractor, at the sole option of the Engineer, may be considered as having defaulted the contract under the provisions of Section 6-4 DEFAULT BY CONTRACTOR if the changes of the comments are not submitted and marked “Accepted” by the Engineer before the last day of the month in which the Updated Construction Schedule is due. If the Contractor fails to submit the corrected Updated Construction Schedule as required herein the Contractor may elect to proceed with the project at its own risk. Should the Contractor elect not to proceed with the project, any resulting delay, impact, or disruption to the project will be the Contractor’s responsibility.

6-1.5 Late Completion or Milestone Dates. Should the Schedule Update indicate a completion or contractually required milestone date later than the properly adjusted contract or milestone duration, the Agency may withhold Liquidated Damages for the number of days late. Should a subsequent “Accepted” Schedule Update remove all or a portion of the delay, all or the allocated portion of the previously held Liquidated Damages shall be released in the monthly payment to the Contractor immediately following the “Accepted” schedule.

6-1.6 Interim Revisi ons. Should the actual or projected progress of the work become substantially different from that depicted in the Project Schedule, independently of and prior to the next monthly update, the Contractor will submit a revised Baseline Construction Schedule, with a list and explanation of each change made to the schedule. The Revised Construction Schedule

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will be submitted per the submittal requirements of Section 2-5.3 and per the schedule review and acceptance requirements of Section 6-1, including but not limited to the acceptance and payment provisions. As used in this section “substantially different” means a time variance greater than 5 percent of the number of days of duration for the project.

6-1.7 Final Schedule Update. The Contractor shall prepare and submit a final schedule update when one hundred percent of the construction work is completed. The Contractor’s Final Schedule Update must accurately represent the actual dates for all activities. The final schedule update shall be prepared and reviewed per Sections 6-1.3 Preparation of Schedule Updates and Revisions and 6-1. 4 Engineer’s Review of Updated Construction Schedule. Acceptance of the final schedule update is required for completion of the project and release of any and all funds retained per Section 9-3.2.

6-1.8 Measurement and Payment of Construction Schedule. The Contractor’s preparation, revision and maintenance of the Construction Schedule are incidental to the work and no separate payment will be made therefore.

6-2 PROSECUTION OF WORK. To minimize public inconvenience and possible hazard and to restore street and other work areas to their original condition and state of usefulness as soon as practicable, the Contractor shall diligently prosecute the Work to completion. If the Engineer determines that the Contractor is failing to prosecute the Work to the proper extent, the Contractor shall, upon orders from the Engineer, immediately take steps to remedy the situation. All costs of prosecuting the Work as described herein shall be included in the Contractor’s Bid. Should the Contractor fail to take the necessary steps to fully accomplish said purposes, after orders of the Engineer, the Engineer may suspend the work in whole or part, until the Contractor takes said steps.

As soon as possible under the provisions of the Specifications, the Contractor shall backfill all excavations and restore to usefulness all improvements existing prior to the start of the Work.

If Work is suspended through no fault of the Agency, all expenses and losses incurred by the Contractor during such suspensions shall be borne by the Contractor. If the Contractor fails to properly provide for public safety, traffic, and protection of the Work during periods of suspension, the Agency may elect to do so, and deduct the cost thereof from monies due the Contractor. Such actions will not relieve the Contractor from liability.

6-2.1 Order of Work. The work to be done shall consist of furnishing all labor, equipment and materials, and performing all operations necessary to complete the Project Work as shown on the Project Plans and as specified in the Specifications.

6-2.3 Project Meetings. The Engineer will establish the time and location of weekly. Project Meetings. The Contractor’s Representative shall attend each Project Meeting. The Project Representative shall be the individual determined under Section 7 -6, “The Contractor’s Representative”. No separate payment for attendance of the Contractor, the Contractor’s Representative or any other employee or subcontractor or subcontractor’s employee at these meetings will be made.

6-3 SUSPENSION OF WORK.

6-3.1 General. The Work may be suspended in whole or in part when determined by the Engineer that the suspension is n ecessary in the interest of the Agency. The Contractor shall

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comply immediately with any written order of the Engineer. Such suspension shall be without liability to the Contractor on the part of the Agency except as otherwise specified in Section 6-6.3.

6-3.2 Archaeological and Paleontological Discoveries. If discovery is made of items of archaeological or paleontological interest, the Contractor shall immediately cease excavation in the area of discovery and shall not continue until ordered by the Engine er. When resumed, excavation operations within the area of discovery shall be as directed by the Engineer.

Discoveries which may be encountered may include, but not be limited to, dwelling sites, stone implements or other artifacts, animal bones, human bones, and fossils.

The Contractor shall be entitled to an extension of time and compensation in accordance with the provisions of Section 6-6.

6-4 DEFAULT BY CONTRACTOR. If the Contractor fails to begin delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fails to maintain the Work schedule which will insure the Agency’s interest, or, if the Contractor is not carrying out the intent of the Contract, the Agency may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract.

The Contract may be canceled by the Board without liability for damage, when in the Board’s opinion the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the Work without the Board’s consent. In the event of such cancellation, the Contractor will be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity of the Work completed at the time of cancellation, less damages caused to the Agency by acts of the Contractor. The Contractor, in having tendered a Bid, shall be deemed to have waived any and all claims for damages because of cancellation of Contract for any such reason. If the Agency declares the Contract canceled for any of the above reasons, written notice to that effect shall be served upon the Surety. The Surety shall, within five (5) days, assume control and perform the Work as successor to the Contractor.

If the Surety assumes any part of the Work, it shall take the Contractor’s place in all respects for that part, and shall be paid by the Agency for all work performed by it in accordance with the Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default shall be payable to the Surety as the Work progresses, subject to the terms of the Contract.

If the Surety does not assume control and perform the Work within 5 days after receiving notice of cancellation, or fails to continue to comply, the Agency may exclude the Surety from the premises. The Agency may then take possession of all material and equipment and complete the Work by Agency forces, by letting the unfinished Work to another Contractor, or by a combination of such methods. In any event, the cost of completing the Work shall be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the Agency. If the sums due under the Contract are insufficient for completion, the Contractor or Surety shall pay to the Agency within 5 days after the completion, all costs in excess of the sums due.

The provisions of this section shall be in addition to all other rights and remedies available to the Agency under law.

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6-5 TERMINATION OF CONTRACT. The Board may terminate the Contract a t its own discretion or when conditions encountered during the Work make it impossible or impracticable to proceed, or when the Agency is prevented from proceeding with the Contract by act of God, by law, or by official action of a public authority.

6-6 DELAYS AND EXTENSIONS OF TIME.

6-6.1 General. If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to da mages or additional payment due to such delays, except as provided in 6 -6.3. Such unforeseen events may include: war, government regulations, labor disputes, strikes, fires, floods, adverse weather or elements necessitating cessation of work, inability to obtain materials, labor or equipment, required extra work, or other specific events as may be further described in the Specifications.

No extension of time will be granted for a delay caused by the Contractor’s inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof. the proof must be provided in a timely manner in accordance with the sequence of the Contractor’s operations and the approved construction schedule.

If delays beyond the Contractor’s control are caused by events other than those mentioned above, the Engineer may deem an extension of time to be in the best interests of the Agency. The Contractor will not be entitled to damages or additional payment due to such delays, except as provided in Section 6-6.3.

If delays beyond the Contractor’s control are caused solely by action or inaction by the Agency, such delays will entitle the Contractor to an extension of time as provided in Section 6-6.2.

6-6.2 Extensions of Time. Extensions of time, when granted, will be based upon the effect of delays to the Work. They will not be granted for noncontrolling delays to minor portions of the Work unless it can be shown that such delays did or will delay the progress of the Work.

6-6.3 Payment for Delays to Contractor. The Contractor will be compensated for damages incurred due to delays for which the Agency is responsible. Such actual costs will be determined by the Engineer. The Agency will not be liable for damages which the Contractor could have avoided by any reasonable means, such as judicious handling of forces, equipment, or plant. The determination of what damages the Contractor could have avoided will be made by the Engineer.

6-6.4 Written Notice and Report. The Contractor shall provide written notice to the Engineer within two hours of the beginning of any period that the Contractor has placed any workers or equipment on standby for any reason that the Contractor has determined to be caused by the Agency or by any organization that the Agency may otherwis e be obligated by. The Contractor shall provide continuing daily written notice to the Engineer, each working day, throughout the duration of such period of delay. The initial and continuing written notices shall include the classification of each workman and supervisor and the make and model of each piece of equipment placed on standby, the cumulative duration of the standby, the Contractor’s opinion of the cause of the delay and a cogent explanation of why the Contractor could not avoid the delay by reasonable means. Should the Contractor fail to provide the notice(s) required by this section the Contractor agrees that no delay has occurred and that it will not submit any claim(s) therefore.

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6-7 TIME OF COMPLETION.

6-7.1 General. The Contractor shall complete the Work within the time set forth in the Contract.

The Contractor shall complete each portion of the Work within such time as set forth in the Contract for such portion. The time of completion of the Contract shall be e xpressed in working days. The Contractor shall diligently prosecute the work to completion within 30 working days after the starting date specified in the Notice to Proceed.

6-7.2 Working Day. A working day is any day within the period between the start of the Contract time as defined in Section 6-1 and the date provided for completion, or upon field acceptance by the Engineer for all work provided for in the Contract, whichever occurs first, other than:

1. Saturday,

2. Sunday,

3. any day designated as a holiday by the Agency,

4. any other day designated as a holiday in a Master Labor Agreement entered into by the Contractor or on behalf of the Contractor as an eligible member of a contractor association,

5. any day the Contractor is prevented from working at the beginning of the workday for cause as defined in Section 6-6.1,

6. any day the Contractor is prevented from working during the first 5 hours with at least 60 percent of the normal work force for cause as defined in Section 6-6.1.

Unless otherwise approved in writing by the Engineer, the hours of work shall be between the hours of 8:00 a.m. and 3:300 p.m. on Mondays through Fridays, excluding Agency holidays. The Contractor shall obtain the written approval of the Engineer if the Contractor desires to work outside said hours or at any time during weekends and/or holidays. This written permission must be obtained at least 48 hours prior to such work. The Engineer may approve work outside the hours and/or days stated herein when, in his/her sole opinion, such work conducted by the Contractor is beneficial to the best interests of the Agency. The Contractor shall pay the inspection costs of such work.

The Contractor shall incorporate the dates, areas and types of work prohibited in this section in the Construction Schedule required by Section 6.1. No additional payment, adjustment of bid prices or adjustment of contract time of completion will be allowed as a consequence of the prohibition of work being performed within the dates, areas and/or types of work prohibited in this section.

6-8 COMPLETION, ACCEPTANCE, AND WARRANTY. The Work will be inspected by the Engineer for acceptance upon receipt of the Contractor’s written assertion that the Work has been completed.

The Engineer will not accept the Wo rk or any portion of the Work before all of the Work is completed and all outstanding deficiencies that may exist are corrected by the Contractor and the Engineer is satisfied that all the materials and workmanship, and all other features of the Work, meet the requirements of all of the specifications for the Work. Use, temporary, interim or permanent, of all, or portions of, the Work does not constitute acceptance of the Work. If, in the Engineer’s judgment, the Work has been completed and is ready for ac ceptance the Engineer will so certify to the Board. Upon such certification by the Engineer the Board may accept the completed Work. Upon the Board’s acceptance of the Work the Engineer will cause a “Notice of Completion” to be filed in the office of the S an Diego County Recorder. The date of recordation shall be the date of completion of the Work.

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All work shall be warranted for one (1) year after recordation of the "Notice of Completion" and any faulty work or materials discovered during the warranty per iod shall be repaired or replaced by the Contractor, at its expense. Twenty -five percent of the faithful performance bond shall be retained as a warranty bond for the one year warranty period. The Contractor shall replace or repair any such defective work in a manner satisfactory to the Engineer, after notice to do so from the Engineer, and within the time specified in the notice. If the Contractor fails to make such replacement or repairs within the time specified in the notice, the Agency may perform this work and the Contractor’s sureties shall be liable for the cost thereof.

6-9 LIQUIDATED DAMAGES. Failure of the Contractor to complete the Work within the time allowed will result in damages being sustained by the Agency. For each consecutive calendar day in excess of the time specified for completion of Work, as adjusted in accordance with Section 6- 6, the Contractor shall pay the Agency, or have withheld monies due it, the sum of one thousand five hundred Dollars ($1,500).Such sum is liquidated damages and shall not be construed as a penalty, and may be deducted from payments due the Contractor if such delay occurs.

Execution of the Contract shall constitute agreement by the Agency and Contractor that one thousand five hundred Dollars ($1500.00 per day is the minimum value of costs and actual damages caused by the Contractor to complete the Work within the allotted time. Any progress payments made after the specified completion date shall not constitute a waiver of this paragraph or of any damages.

6-10 USE OF IMPROVEMENT DURING CONSTRUCTION. The Agency reserves the right to take over and utilize all or part of any completed facility or appurtenance. The Contractor will be notified in writing in advance of such action. Such action by the Agency will relieve the Contractor of responsibility for injury or damage to said completed portions of the improvement resulting from use by public traffic or from the action of the elements or from any other cause, except Contractor operations or negligence. The Contractor will not be required to reclean such portions of the improvement before field acceptance, except for cleanup made necessary by its operations.

Nothing in this section shall be construed as relieving the Contractor from full responsibility for correcting defective work or materials.

In the e vent the Agency exercises its right to place into service and utilize all or part of any completed facility or appurtenance, the Agency will assume the responsibility and liability for injury to persons or property resulting from the utilization of the fac ility or appurtenance so placed into service, except for any such injury to persons or property caused by any willful or negligent act or omission by the Contractor, Subcontractor, their officers, employees, or agents.

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SECTION 7 – RESPONSIBILITIES OF THE CONTRACTOR

7-1 CONTRACTOR’S EQUIPMENT AND FACILITIES. The Contractor shall furnish and maintain in good condition all equipment and facilities as required for the proper execution and inspection of the Work. Such equipment and faci lities shall meet all requirements of applicable ordinances and laws.

7-2 LABOR.

7-2.1 General. Only competent workers shall be employed on the Work. Any person employed who is found to be incompetent, intemperate, troublesome, disorderly, or otherwise objectionable, or who fails or refuses to perform work properly and acceptably, shall be immediately removed from the Work by the Contractor and not be reemployed on the Work.

7-2.2 Laws. The Contractor, its agents, and employees shall be bound by and comp ly with applicable provisions of the Labor Code and Federal, State, and local laws related to labor.

The Contractor shall strictly adhere to the provisions of the Labor Code regarding minimum wages; the 8 -hour day and 40 -hour week; overtime; Saturday, Sun day, and holiday work; and nondiscrimination because of race, color, national origin, sex, or religion. The Contractor shall forfeit to the Agency the penalties prescribed in the Labor Code for violations.

In accordance with the Labor Code, the Board has on file and will publish a schedule of prevailing wage rates for the types of work to be done under the Contract. The Contractor shall not pay less than these rates.

Each worker shall be paid subsistence and travel as required by the collective bargainin g agreement on file with the State of California Department of Industrial Relations.

The Contractor’s attention is directed to Section 1776 of the Labor Code which imposes responsibility upon the Contractor for the maintenance, certification, and availability for inspection of such records for all persons employed by the Contractor or Subcontractor in connection with the project. The Contractor shall agree through the Contract to comply with this Section and the remaining provisions of the Labor Code.

7-3 LIABILITY INSURANCE. Insurance shall be required as specified in section 10 of the Public Works Contract.

The cost of this insurance shall be included in the Contractor’s Bid.

7-4 WORKERS’ COMPENSATION INSURANCE. Before execution of the Contract by the Board, the Contractor shall file with the Engineer the following signed certification:

“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability f or workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.”

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The Contractor shall also comply with Section 3800 of the Labor Code by securing, paying for, and maintaining in full force and effect for the duration of the contract, complete Workers’ Compensation Insurance, and shall furnish a Certificate of Insurance to the Engineer before execution of the Contract. The Agency, its officers, or employees, will not be responsible for any claims in law or equity occasioned by failure of the Contractor to comply with this paragraph.

All compensation insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the Agency shall be notified by registered mail not less than 30 days before expiration or cancellation is effective.

All insurance is to be placed with insurers that are admitted and authorized to conduct business in the state of California and are listed in the official publication of the Department of Insurance of the State of California. Policies issued by the State Compensation Fund meet the requirement for workers' compensation insurance.

7-5 PERMITS. Except as specified herein the Contractor will obtain, at no cost to the Contractor all City of Carlsbad encroachment, right -of-way, grading and building permits necessary to perform work for this contract on Agency property, streets, or other rights -of-way.

Contractor shall not begin work until all permits incidental to the work are obtained. The Contractor shall obtain and pay for all permits for the disposal of all materials removed from the project. The cost of said permit(s) shall be included in the price bid for the appropriate bid item and no additional compensation will be allowed therefore. The Contractor shall obtain and pay for all costs incurred for permits necessitated by its operations such as, but not limited to, those permits required for night work, overload, blasting, and demolition. For private contracts, the Contractor shall obtain all per mits incidental to the Work or made necessary by its operations, and pay all costs incurred by the permit requirements.

The Contractor shall pay all business taxes or license fees that are required for the work.

7-6 THE CONTRACTOR’S REPRESENTATI VE. Before starting work, the Contractor shall designate in writing a representative who shall have complete authority to act for it. An alternative representative may be designated as well. The representative or alternate shall be present at the Work site whenever work is in progress or whenever actions of the elements necessitate its presence to take measures necessary to protect the Work, persons, or property. Any order or communication given to this representative shall be deemed delivered to the Co ntractor. A joint venture shall designate only one representative and alternate. In the absence of the Contractor or its representative, instructions or directions may be given by the Engineer to the superintendent or person in charge of the specific work to which the order applies. Such order shall be complied with promptly and referred to the Contractor or its representative.

In order to communicate with the Agency, the Contractor’s representative, superintendent, or person in charge of specific work shall be able to speak, read, and write the English language.

7-7 COOPERATION AND COLLATERAL WORK. The Contractor shall be responsible for ascertaining the nature and extent of any simultaneous, collateral, and essential work by others.

The Agency, its work ers and contractors and others, shall have the right to operate within or adjacent to the Work site during the performance of such work.

The Agency, the Contractor, and each of such workers, contractors and others, shall coordinate their operations and cooperate to minimize interference.

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The Contractor shall include in its Bid all costs involved as a result of coordinating its work with others. the Contractor will not be entitled to additional compensation from the Agency for damages resulting from such simultaneous, collateral, and essential work. If necessary to avoid or minimize such damage or delay, the Contractor shall redeploy its work force to other parts of the Work.

Should the Contractor be delayed by the Agency, and such delay could not have been reasonably foreseen or prevented by the Contractor, the Engineer will determine the extent of the delay, the effect on the project, and any extension of time.

7-7.1 Coordination. The Contractor shall coordinate and cooperate with all the utility companies during the relocation or construction of their lines. The Contractor may be granted a time extension if, in the opinion of the Engineer, a delay is caused by the utility company . No additional compensation will be made to the Contractor for any such delay.

7-8 PROJECT SITE MAINTENANCE.

7-8.1 Cleanup and Dust Control. Throughout all phases of construction, including suspension of work, and until the final acceptance, the Contractor shall keep the site clean and free from rubbish and debris. The Contractor shall also abate dust nuisance by cleaning, sweeping and sprinkling with water, or other means as necessary. The use of water resulting in mud on public streets will not be permitted as a substitute for sweeping or other methods.

When required by the Plans or Specifications, the Contractor shall furnish and operate a self- loading motor sweeper with spray nozzles at least once each working day for the purpose of keeping paved areas acceptably clean wherever construction, including restoration, is incomplete.

Materials and equipment shall be removed from the site as soon as they are no longer necessary.

Before the final inspection, the site shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in the Contractor’s Bid.

Care shall be taken to prevent spillage on haul routes. Any such spillage shall be removed immediately and the area cleaned.

Excess excavation material from catch basins or similar structures shall be removed from the site immediately. Sufficient material may remain for use as backfill if permitted by the Specifications.

Forms and form lumber shall be removed from the site as soon as practicable after stripping.

Failure of the Contractor to comply with the Engineer’s cleanup orders may result in an order t o suspend work until the condition is corrected. No additional compensation will be allowed as a result of such suspension.

Cleanup and dust control required herein shall also be executed on weekends and other non-working days when needed to preserve the health safety or welfare of the public. The Contractor shall conduct effective cleanup and dust control throughout the duration of the Contract. The Engineer may require increased levels of cleanup and dust control that, in his/her sole discretion, are necessary to preserve the health, safety and welfare of the public. Cleanup and dust control shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefore.

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7-8.2 Air Pollution Control. The Contractor shall not discharge smoke, dust, or any other air contaminants into the atmosphere in such quantity as will violate the regulations of any legally constituted authority.

7-8.3 Vermin Control. At the time of acceptance, structures entirely constructed under the Contract shall be free of rodents, insects, vermin, and pests. Necessary extermination work shall be arranged and paid for by the Contractor as part of the Work within the Contract time, and shall be performed by a licensed extermina tor in accordance with requirements of governing authorities. The Contractor shall be liable for injury to persons or property and responsible for the elimination of offensive odors resulting from extermination operations.

7-8.4 Sanitation. The Contractor shall provide and maintain enclosed toilets for the use of employees engaged in the Work. These accommodations shall be maintained in a neat and sanitary condition. They shall also comply with all applicable laws, ordinances, and regulations pertaining to public health and sanitation of dwellings and camps.

Wastewater shall not be interrupted. Should the Contractor disrupt existing sewer facilities, sewage shall be conveyed in closed conduits and disposed of in a sanitary sewer system. Sewage shall not be permitted to flow in trenches or be covered by backfill.

7-8.5 Temporary Light, Power, and Water. The Contractor shall furnish, install, maintain, and remove all temporary light, power, and water at its own expense. These include piping, wiring, lamps, and other equipment necessary for the Work. The Contractor shall not draw water from any fire hydrant (except to extinguish a fire), without obtaining permission from the water agency concerned. The Contractor shall obtain a construction meter for water used for the construction, plant establishment, maintenance, cleanup, testing and all other work requiring water related to this contract. The Contractor shall contact the appropriate water agency for requirements. The Contractor shall pay all costs of temporary light, power and water including hookup, service, meter and any, and all, other charges, deposits and/or fees therefor . Said costs shall be considered incidental to the items of work th at they are associated with and no additional payment will be made therefor.

7-8.6 Water Pollution Control. The Contractor shall exercise every reasonable precaution to protect channels, storm drains, and bodies of water from pollution. It shall conduct and schedule operations so as to minimize or avoid muddying and silting of said channels, drains, and waters.

Water pollution control work shall consist of constructing those facilities which may be required to provide prevention, control, and abatement of water pollution.

The Contractor shall comply with the California State Water Resources Control Board (SWRCB) Order Number 99 -08-DWQ, amended by 2010 -0014-DWQ and 2012 -0006-DWQ, National Pollutant Discharge Elimination System (NPDES) General Permit Numbe r CAS000002, Waste Discharge Requirements (WDR’s for Discharges of Stormwater Runoff associated with Construction Activity (General Permit) and subsequent adopted modifications and with all requirements of the Storm Water Pollution Prevention and Monitoring Plans for this project in accordance with these regulations.

7-8.7 Drainage Control. The Contractor shall maintain drainage within and through the work areas. Earth dams will not be permitted in paved areas. Temporary dams of sandbags, asphaltic concrete, or other acceptable material will be permitted when necessary. Such dams shall be removed from the site as soon as their use is no longer necessary.

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7-8.8 Noise Control. All internal combustion engines used in the construction shall be equipped with mufflers in good repair when in use on the project with special attention to the City Noise Control Ordinance, Carlsbad Municipal Code Chapter 8.48.

7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS. The Contractor shall be responsible for the protection of public and private property adjacent to the Work and shall exercise due caution to avoid damage to such property.

The Contractor shall repair or replace all existing improvements within the right-of-way which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, signs, utility installations, pavement, structures, etc.) which are damaged or removed as a result of its operations. When a port ion of a sprinkler system within the right -of-way must be removed, the remaining lines shall be capped. Repairs and replacements shall be at least equal to existing improvements and shall match them in finish and dimension.

Maintenance of street and traff ic signal systems that are damaged, temporarily removed or relocated shall be done in conformance with 307-1.5.

Trees, lawns, and shrubbery that are not to be removed shall be protected from damage or injury.

If damaged or removed due to Contractor’s operations, they shall be restored or replaced in as nearly the original condition and location as is reasonably possible. Lawns shall be reseeded and covered with suitable mulch.

The Contractor shall give reasonable notice to occupants or owners of adjacent property to permit them to salvage or relocate plants, trees, fences, sprinklers, and other improvements, within the right-of-way which are designated for removal and would be destroyed because of the Work.

All costs to the Contractor for protecting, removing, and restoring existing improvements shall be included in the Bid.

7-10 PUBLIC CONVENIENCE AND SAFETY.

7-10.1 Traffic and Access. The Contractor’s operations shall cause no unnecessary inconvenience. The access rights of the public shall be considered at all times. Unless otherwise authorized, traffic shall be permitted to pass through the Work, or an approved detour shall be provided.

Safe and adequate pedestrian and vehicular access shall be provided and maintained to: fire hydrants; commercial and industrial establishments; churches, schools and parking lots; service stations and motels; hospitals; police and fire stations; and establishments of similar nature.

Access to these facilities shall be continuous and unobstructed unless otherwise approved by the Engineer.

Safe and adequate pedestrian zones and public transportation stops, as well as pedestrian crossings of the Work at intervals not exceeding 90 m (300 feet), shall b e maintained unless otherwise approved by the Engineer.

Vehicular access to residential driveways shall be maintained to the property line except when necessary construction precludes such access for reasonable periods of time. If backfill has been completed to the extent that safe access may be provided, and the street is opened to local traffic, the Contractor shall immediately clear the street and driveways and provide and maintain access.

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The Contractor shall cooperate with the various parties involve d in the delivery of mail and the collection and removal of trash and garbage to maintain existing schedules for these services.

Grading operations, roadway excavation and fill construction shall be conducted by the Contractor in a manner to provide a rea sonably satisfactory surface for traffic. When rough grading is completed, the roadbed surface shall be brought to a smooth, even condition satisfactory for traffic.

Unless otherwise authorized, work shall be performed in only one -half the roadway at one time.

One half shall be kept open and unobstructed until the opposite side is ready for use. If one -half a street only is being improved, the other half shall be conditioned and maintained as a detour.

The Contractor shall schedule the work so as to p revent damage by all traffic, including but not limited to mail delivery. The Contractor shall not schedule work so as to conflict with trash pickup.

The trash hauling schedule can be obtained by calling the City’s contracted waste disposal company, Coast Waste Management at 929-9417.

During overlay operations, the Contractors schedule for overlay application shall be designated to provide residents and business owners whose streets are to be overlaid sufficient paved parking within an 800 foot distance from their homes or businesses.

Seventy-two hours prior to the start of any construction in the public right -of-way that affects vehicular traffic and/or parking or pedestrian routes, the Contractor shall give written notification of the impending disru ption. For a full street closure, all residences and/or businesses on the affected street or alley shall be notified. For partial street closures, or curb, sidewalk and driveway repairs, the residences and/or businesses directly affected by the work shall be notified.

The notification shall be hand delivered and shall state the date and time the work will begin and its anticipated duration. The notification shall list two telephone numbers that may be called to obtain additional information. One number shall be the Contractor’s permanent office or field office and the other number shall be a 24 -hour number answered by someone who is knowledgeable about the project. At least one of the phone numbers shall be in the (760) area code. An answering machine shall not be connected to either number. The notification shall also give a brief description of the work and simple instructions to the home or business owner on what they need to do to facilitate the construction. The Contractor shall submit the contents of the notification to the Engineer for approval. Notices shall not be distributed until approved by the Engineer.

For residences, the notification shall be pre -cut in a manner that enables it to be affixed to a doorknob without adhesives. It shall be a minimum size of 3-1/2 inches by 8-1/2 inches and shall be brightly colored with contrasting printing. The material shall be equivalent in strength and durability to 65 lb. card stock. The printing on the notice shall be no smaller than 12 point. An example of such notice is provided in Appendix “A”.

In addition to the notifications, the contractor shall post no parking signs 72 hours in advance of the work being performed. The no parking signs shall state the date and time of parking restriction for a duration not to exceed the time necessary to complete the work at that location. Failure of the contractor to meet the posted date requires re -posting the no parking signs 72 hours in advance of the rescheduled work. If the work is delayed or rescheduled the no parking signs shall be removed and re-posted 72 hours in advance of the rescheduled work.

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The preparation, materials, printing and distribution of the notifications shall be included in the contract price bid for traffic control and the Contractor will not be entitled to any additional compensation for printing and distributing these notices.

The contractor shall replace all street markings and striping damaged by construction activities.

The Contractor shall include in its Bid all costs for the above requirements.

7-10.2 Storage of Equipment and Materials in Public Streets. Construction materials shall not be stored in streets, roads, or highways for more than 5 days after unloading. All materials or equipment not installed or used i n construction within 5 days after unloading shall be stored elsewhere by the Contractor at its expense unless authorized additional storage time.

Construction equipment shall not be stored at the Work site before its actual use on the Work nor for more t han 5 days after it is no longer needed. Time necessary for repair or assembly of equipment may be authorized by the Engineer.

Excavated material, except that which is to be used as backfill in the adjacent trench, shall not be stored in public streets unless otherwise permitted. After placing backfill, all excess material shall be removed immediately from the site.

7-10.3 Street Closures, Detours, Barri cades. The Contractor shall comply with all applicable State, County, and City requirements for closure of streets. The Contractor shall provide barriers, guards, lights, signs, temporary bridges, flagpersons, and watchpersons. The Contractor shall be responsible for compliance with additional public safety requirements which may arise. The Contractor shall furnish and install signs and warning devices and promptly remove them upon completion of the Work.

After obtaining the Engineers approval and at least 5 working days before closing, detouring, partially closing or reopening any street, alley or other public thoroughfare the Contractor shall notify the following:

1. The Engineer ................................ ................................ ............ 442-339-2780

2. Carlsbad Fire Department Dispatch ................................ .......... 760-931-2197

3. Carlsbad Police Department Dispatch ................................ ...... 760-931-2197

4. Carlsbad Traffic Signals Maintenance ................................ ...... 442-339-2980

5. Carlsbad Traffic Signals Operations................................ .......... 442-339-2736

6. North County Transit District ................................ ..................... 760-967-2828

7. Republic Services ................................ ................................ ..... 760-332-6464

The Contractor shall comply with their requirements. The Contractor shall obtain the Engineer’s written approval prior to deviating from the requirements of 2) through, and including, 7) above.

The Contractor shall obtain the written approval no less than five working days prior to placing any traffic control that affects bus stops.

The Contractor shall secure approval, in advance, from authorities concerned for the use of any bridges proposed by it for public use. Temporary bridges shall be clearly posted as to load limit, with signs and posting conforming to current requirements covering “signs” as set forth in the Traffic Manual published by the California Department of T ransportation. This manual shall also apply to the street closures, barricades, detours, lights, and other safety devices required.

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All costs involved shall be included in the Bid.

Traffic controls shall be in accordance with the plans, The California Manual on Uniform Traffic Control Devices (FHWA MUTCD 2003 Revision 1latest version, as amended for use in California) and these provisions. If any component in the traffic control system is damaged, displaced, or ceases to operate or function as specified, from any cause, during the progress of the work, the Contractor shall immediately repair said component to its original condition or replace said component and shall restore the component to its original location. In the event that the Contractor fails to install and/or maintain barricades or such other traffic signs, markings, delineation or devices as may be required herein, the Engineer may, at his/her sole option, install the traffic signs, markings, delineation or devices and charge the Contractor twenty dollars ($25.00) per day per traffic sign or device, or the actual cost of providing such traffic control facility, whichever is the greater.

7-10.3.1 Construction Area Signs and Control Devices. All construction traffic signs and control devices shall be maintained throughout the duration of work in good order and according to the approved traffic control plan. All construction area signs shall conform to the provisions of Section 206-7.2 et seq. All temporary reflective pavement markers shall conform to the provisions of Section 214-5.1.et seq. All temporary reflective channelizers shall conform to the provisions of Section 214-5.2 et seq. All paint for temporary traffic striping, pavement marking, and curb marking shall conform to the provisions of Section 210-1.6 et seq. except that all temporary paint shall be rapid dry water borne conforming to Section 210 -1.6 for materials and Section 310-5 et seq. For workmanship. Warning and advisory signs, lights and devices installed or plac ed to provide traffic control, direction and/or warning shall be furnished, installed and maintained by the Contractor. Warning and advisory signs, lights and devices shall be promptly removed by the Contractor when no longer required. Warning and advisory signs that remain in place overnight shall be stationary mounted signs. Stationary signs that warn of non -existent conditions shall be removed from the traveled way and from the view of motorists in the traveled way or shielded from the view of the travel ing public during such periods that their message does not pertain to existing conditions. Care shall be used in performing excavation for signs in order to protect underground facilities. All excavation required to install stationary construction area signs shall be performed by hand methods without the use of power equipment. Warning and advisory signs that are used only during working hours may be portable signs. Portable signs shall be removed from the traveled way and shielded from the view of the traveling public during non-working hours.

During the hours of darkness, as defined in Division 1, Section 280, of the California Vehicle Code, portable signs shall be illuminated or, at the option of the Contractor, shall be in conformance with the provis ions in Section 206 -7.2 et seq. If illuminated traffic cones rather than post -type delineators are used during the hours of darkness, they shall be affixed or covered with reflective cone sleeves as specified in CALTRANS “Standard Specifications”, except t he sleeves shall be 7” long. Personal vehicles of the Contractor's employees shall not be parked within the traveled way, including any Section closed to public traffic. Whenever the Contractor’s vehicles or equipment are parked on the shoulder within 6’ of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at not less than 25’ intervals to a point not less than 25’ past the last vehicle or piece of equipment. A minimum of nine (9) cones or portable delineators shall be used for the taper. A W20-1 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted, as required herein, on a signpost or t elescoping flag tree with flags. The signpost or flag tree shall be placed where directed by the Engineer.

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7-10.3.2 Maintaining Traffic.

The Contractor’s personnel shall maintain a safe buffer distance from any traffic lane occupied by traffic. The Contractor’s equipment shall maintain a safe distance from any traffic or pedestrians.

During the entire construction, all major arterial roadways shall have a minimum of (2) paved traffic lanes, not less than 12’ wide, shall be open for use by public traffic in each direction of travel unless approved by the Engineer. Other roadways shall have a minimum of (1) paved traffic lanes, not less than 12’ wide.

7-10.3.3 Traffic Control System for Lane Closure. A traffic control system consists of closing traffic lanes or pedestrian walkways in accordance with the details shown on the plans, California Manual on Uniform Traffic Control Devices (FHWA MUTCD latest version MUTCD 2003 Revision 1, as amended for use in California) and provisions under "Maintaining Traffic" elsewhere in these Provisions. The provisions in this section will not relieve the Contractor from its responsibility to provide such additional devices or take such measures as may be necessary to maintain publ ic safety.

When lanes are closed for only the duration of work periods, all components of the traffic control system, except portable delineators placed along open trenches or excavation adjacent to the traveled way, shall be removed from the traveled way and shoulder at the end work period. If the Contractor so elects, said components may be stored at selected central locations, approved by the Engineer, within the limits of the right-of-way.

7-10.3.4 Traffic Control for Permanent and Temporary Traffi c Striping. During traffic stripe operations, traffic shall be controlled with lane closures, as provided for under "Traffic Control System for Lane Closure" of these Supplemental Provisions or by use of an alternative traffic control plan proposed by the Contractor and approved by the Engineer. The Contractor shall not start traffic striping operations using an alternative plan until the Contractor has submitted its plan to the Engineer and has received the Engineer's written approval of said plan.

7-10.3.5 Temporary Pavement Delineation. Temporary pavement delineation shall be furnished, placed, maintained and removed in accordance with the minimum standards specified in the California Manual on Uniform Traffic Control Devices (FHWA MUTCD latest version MUTCD 200314 Revision 61, as amended for use in California published by CALTRANS. Whenever the work causes obliteration of pavement delineation, temporary or permanent pavement delineation shall be in place prior to opening the traveled way to public traffic. Lane line or centerline pavement delineation shall be provided at all times f or traveled ways open to public traffic. All work necessary, including any required lines or marks, to establish the alignment of temporary pavement delineation shall be performed by the Contractor. When temporary pavement delineation is removed, all lin es and marks used to establish the alignment of the temporary pavement delineation shall be removed by grinding.

Surfaces to receive temporary pavement delineation shall be dry and free of dirt and loose material. Temporary pavement delineation shall not be applied over existing pavement delineation or other temporary pavement delineation. Temporary pavement delineation shall be maintained until superseded or replaced with permanent pavement delineation.

Temporary pavement delineation shall be removed wh en, as determined by the Engineer, the temporary pavement delineation conflicts with the permanent pavement delineation or with a new traffic pattern for the area and is no longer required for the direction of public traffic. When

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temporary pavement delineation is required to be removed, all lines and marks used to establish the alignment of the temporary pavement delineation shall be removed.

7-10.3.6 Preparation of New, or Modifications and Additions to Existing, Traffic Control Plan Sheets. If no traffic control plans (TCP) or Traffic Control Staging plans (TCP) are included in the project plans, or if the Contractor elects to modify TCP included in the project plans, the Contractor shall have such new o r modified TCP prepared and submitted as a part of the Work for any and all construction activities that are located within the traveled way. The Contractor shall have TCP prepared and submitted as a part of the Work for any construction activities that are a part of this project that are not included in the project plans. The Contractor must submit the TCP for the Engineer’s review in conformance with the requirements of Section 2 -5.3, et seq. and obtain the Engineer’s approval of the TCP prior to implem enting them. The minimum 20 -day review period specified in Section 2-5.3.1 for shop drawings and submittals shall pertain to each submittal of TCP , new, modified or added to, for the Engineer’s review. New or revised TCP submittals shall include all TCP needed for the entire duration of the Work. Each phase of the TCP shall be shown in sufficient scale and detail to show the lane widths, transition lengths, curve radii, stationing of features affecting the traffic control plan and the methodology propos ed to transition to the subsequent TCP phase. When the vertical alignment of the traveled surface differs from the finished pavement elevation vertical curves must also be shown. Such modifications, supplements and/or new design of TCP shall meet the requ irements of the Engineer and the California Manual on Uniform Traffic Control Devices (FHWA MUTCD latest version, as amended for use in California) as published by CALTRANS. Such modification, addition, supplement, and/or new design of TCP shall be prepared by a registered professional engineer appropriately registered in the State of California. The Engineer shall be the sole judge of the suitability and quality of any such modifications, supplements, and/or new designs to TCP.

The Engineer may approve any such modifications, supplements, and/or new designs to the TCP when, in the Engineer’s sole opinion, such modifications, supplements, and/or new designs to the TCP prepared by the registered professional engineer retained by the Contractor will be beneficial to the best interests of the Agency. Such modification, addition, supplement, and/or new design shall not be implemented and no work shall be commenced that is contingen t on such approval until the changed TCP are approved by the Engineer. The preparation of such modification, addition, supplement, and/or new designs of TCP shall not presuppose their approval or obligate the Agency in any fashion. Submittal and review r equirements for such modifications, supplements, and/or new designs to TCP shall conform to the requirements of Section 2-5.3 Shop Drawings and Submittals.

7-10.3.7 Payment.

The Contractor shall provide traffic control at the contract lump sum price bid. The contract lump sum price paid for "traffic control" shall include full compensation for furnishing all labor (including flagging costs), materials (including signs), tools, equipment and incidentals, and for doing all the work involved in preparation, reproduction and changing of traffic control plans, placing, applying traffic stripes and pavement markers with bitumino us adhesive, removing, storing, maintaining, moving to new locations, replacing, and disposing of the components of the traffic control system as shown on the plans and approved additions and modifications, as specified in these supplemental provisions, and as directed by the Engineer. All expenses and time to prepare and review modifications, additions, supplements and/or new TCP designs shall be included in the lump sum bid for traffic control and no additional payment will be made therefore. Flagging costs will be paid for as a part of the Lump Sum Amount for "Traffic Control." The cost of labor and material for portable concrete barriers will be paid for at the unit price bid. When there is no bid item the cost of labor and material for portable concrete barriers they will be paid as an incidental

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to the work being performed and no additional payment will be made therefor. Progress payments for "Traffic Control" will be based on the percentage of the improvement work completed.

7-10.4 Safety.

7-10.4.1 Safety Orders. The Contractor shall have at the Work site, copies or suitable extracts of: Construction Safety Orders, Tunnel Safety Orders and General Industry Safety Orders issued by the State Division of Industrial Safety. The Contractor shall comply with provisions of these and all other applicable laws, ordinances, and regulations.

Before excavating any trench 5 feet or more in depth, the Contractor shall submit a detailed plan to the Agency showing the design of shoring, bracing, sloping, or other provisions to be made for the workers’ protection from the hazard of caving ground during the excavation of such trench. If the plan varies from the shoring system standards, the plan shall be prepared by a registered Civil Engineer. No excavation shall start until the En gineer has accepted the plan and the Contractor has obtained a permit from the State Division of Industrial Safety. A copy of the permit shall be submitted to the Engineer.

Payment for performing all work necessary to provide safety measures shall be inc luded in the prices bid for other items of work except where separate bid items for excavation safety are provided, or required by law.

7-10.4.2 Use of Explosives. Explosives may be used only when authorized in writing by the Engineer, or as otherwise sta ted in the Specifications. Explosives shall be handled, used, and stored in accordance with all applicable regulations.

The Engineer’s approval of the use of explosives shall not relieve the Contractor from liability for claims caused by blasting operations.

7-10.4.3 Special Hazardous Substances and Processes. Materials that contain hazardous substances or mixtures may be required on the Work. A Material Safety Data Sheet as described in Section 5194 of the California Code of Regulations shall be requeste d by the Contractor from the manufacturer of any hazardous products used.

Material usage shall be accomplished with strict adherence to California Division of Industrial Safety requirements and all manufacturer warnings and application instructions listed on the Material Safety Data Sheet and on the product container label.

The Contractor shall notify the Engineer if a specified product cannot be used under safe conditions.

7-10.4.4 Confined Spaces.

(a) Confined Space Entry Program. The Contractor shall be responsible for implementing, administering and maintaining a confined space entry program (CSEP) in accordance with Sections 5156, 5157 and 5158, Title 8, CCR.

Prior to starting the Work, the Contractor shall prepare and submit its comprehensive CSEP to the Engineer. The CSEP shall address all potential physical and environmental hazards and contain procedures for safe entry into confined spaces, including, but not limited to the following:

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1. Training of personnel

2. Purging and cleaning the space of materials and residue

3. Potential isolation and control of energy and material inflow

4. Controlled access to the space

5. Atmospheric testing of the space

6. Ventilation of the space

7. Special hazards consideration

8. Personal protective equipment

9. Rescue plan provisions

The Contractor’s submittal shall include the names of its personnel, including subcontractor personnel, assigned to the project who will have CSEP responsibilities, their CSEP training, and their specific assignment and responsibility in carrying out the CSEP.

(b) Permit-Required Confined Spaces. Entry into permit-required confined spaces as defined in Section 5157, Title 8, CCR may be required as a part of the Work. All manholes, tanks, vaults, pipelines, excavations, or other enclosed or partially enclosed spaces shall be considered permit- required confined spaces until the pre -entry procedures demonstrate otherwise. The Contractor shall implement a permit space program prior to performing any w ork in a permit -required confined space. A copy of the permit shall be available at all times for review by Contractor and Agency personnel at the Work site.

(c) Payment. Payment for implementing, administering, and providing all equipment and personnel to perform the CSEP shall be included in the bid items for which the CSEP is required.

7-10.4.5 Safety and Protection of Workers and Public. The Contractor shall take all necessary precautions for the safety of employees on the work and shall comply with all applicable provisions of Federal, State and Municipal safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the premises where the work is being performed. The Contractor shall erect and properly maintain a t all times, as required by the conditions and progress of the work, all necessary safeguards for the protection of workers and public, and shall use danger signs warning against hazards created by such features of construction as protruding nails, hoists, well holes, and falling materials.

7-11 PATENT FEES OR ROYALTIES. The Contractor shall absorb in its Bid the patent fees or royalties on any patented article or process furnished or used in the Work. The Contractor shall indemnify and hold the Agency harmless from any legal action that may be brought for infringement of patents.

7-12 ADVERTISING. The names, addresses and specialties of Contractors, Subcontractors, architects, or engineers may be displayed on removable signs. The size and locat ion shall be subject to the Engineer’s approval.

Commercial advertising matter shall not be attached to or painted on the surfaces of buildings, fences, canopies, or barricades.

7-13 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of State and National laws and County and Municipal ordinances and regulations which in any manner affect those employed in the Work or the materials used in the Work or in any way affect the conduct of the Work. The Contractor shall at all times observe and comply with such laws, ordinances, and regulations. Municipal ordinances that affect this work include Chapter 11.06. Excavation and

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Grading. If this notice specifies locations or possible materials, such as borrow pits or gravel beds, for use in the proposed c onstruction project which would be subject to Section 1601 or Section 1603 of the Fish and Game Code, the conditions established pursuant to Section 1601 et seq. of the Fish and Game Code shall become conditions of the contract.

7-14 ANTITRUST CLAIMS. Section 7103.5 of the Public Contract Code provides:

“In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C.

Sec 15) or Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Profession s Code), arising from purchases of goods, services, or materials pursuant to the public works contract or subcontract.

The assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment of the parties.”

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SECTION 8 – FACILITIES FOR AGENCY PERSONNEL

8-1 GENERAL. A facility for agency personnel is not required for work.

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SECTION 9 – MEASUREMENT AND PAYMENT

9-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK.

9-1.1 General. Unless otherwise specified, quantities of work shall be determined from measurements or dimensions in horizontal planes. However, linear quantities of pipe, piling, fencing and timber shall be considered as being the true length measured along longitudinal axis.

Unless otherwise provided in Specifications, volumetric quantities shall be the product of the mean area of vertical or horizontal sections and the intervening horizontal or vertical dimension.

The planimeter shall be considered an ins trument of precision adapted to measurement of all areas.

9-1.2 Methods of Measurement. Materials and items of work which are to be paid for on basis of measurement shall be measured in accordance with methods stipulated in the particular sections involved.

9-1.3 Certified Weights. When payment is to be made on the basis of weight, the weighing shall be done on certified platform scales or, when approved by the Engineer, on a completely automated weighing and recording system. The Contractor shall furnish the Engineer with duplicate licensed weighmaster’s certificates showing actual net weights. The Agency will accept the certificates as evidence of weights delivered.

9-1.4 Units of Measurement. The system of measure for this contract shall be the U.S.

Standard Measures.

9-2 LUMP SUM WORK. Items for which quantities are indicated “Lump Sum”, “L.S.”, or “Job”, shall be paid for at the price indicated in the Bid. Such payment shall be full compensation for the items of work and all work appurtenant thereto.

When required by the Specifications or requested by the Engineer, the Contractor shall submit to the Engineer within 15 days after award of Contract, a detailed schedule in triplicate, to be u sed only as a basis for determining progress payments on a lump sum contract or designated lump sum bid item. This schedule shall equal the lump sum bid and shall be in such form and sufficiently detailed as to satisfy the Engineer that it correctly represents a reasonable apportionment of the lump sum.

9-3 PAYMENT

9-3.1 General. The quantities listed in the Bid schedule will not govern final payment. Payment to the Contractor will be made only for actual quantities of Contract items constructed in accordance with the Plans and Specifications. Upon completion of construction, if the actual quantities show either an increase or decrease from the quantities given in the Bid schedule, the Contract Unit Prices will prevail subject to the provisions of Section 3-2.2.1.

The unit and lump sum prices to be paid shall be full compensation for the items of work and all appurtenant work, including furnishing all materials, labor, equipment, tools, and incidentals.

Payment will not be made for materials wasted or dis posed of in a manner not called for under the Contract. This includes rejected material not unloaded from vehicles, material rejected after it

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has been placed, and material placed outside of the Plan lines. No compensation will be allowed for disposing of rejected or excess material.

Payment for work performed or materials furnished under an Assessment Act Contract will be made as provided in particular proceedings or legislative act under which such contract was awarded.

Whenever any portion of the Work is performed by the Agency at the Contractor’s request, the cost thereof shall be charged against the Contractor, and may be deducted from any amount due or becoming due from the Agency.

Whenever immediate action is required to prevent injury, death, or property damage, and precautions which are the Contractor’s responsibility have not been taken and are not reasonably expected to be taken, the Agency may, after reasonable attempt to notify the Contractor, cause such precautions to be taken and shall charge the cost thereof against the Contractor, or may deduct such cost from any amount due or becoming due from the Agency. Agency action or inaction under such circumstances shall not be construed as relieving the Contractor or its Surety from liability.

Payment shall not relieve the Contractor from its obligations under the Contract; nor shall such payment be construed to be acceptance of any of the Work. Payment shall not be construed as the transfer of ownership of any equipment or materials to the Ag ency. Responsibility of ownership shall remain with the Contractor who shall be obligated to store any fully or partially completed work or structure for which payment has been made; or replace any materials or equipment required to be provided under the C ontract which may be damaged, lost, stolen or otherwise degraded in any way prior to acceptance of the Work, except as provided in Section 6-

10. Guarantee periods shall not be affected by any payment but shall commence on the date of recordation of the “Notice of Completion.”

If, within the time fixed by law, a properly executed notice to stop payment is filed with the Agency, due to the Contractor’s failure to pay for labor or materials used in the Work, all money due for such labor or materials will be withheld from payment to the Contractor in accordance with applicable laws.

At the expiration of 35 days from the date of acceptance of the Work by the Board, or as prescribed by law, the amount deducted from the final estimate and re tained by the Agency will be paid to the Contractor except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the Contract to be further retained.

9-3.2 Partial and Final Payment. The Engineer will, after award of Contract, establish a closure date for the purpose of making monthly progress payments. The Contractor may request in writing that such monthly closure date be changed. The Engineer may approve such request when it is compatible with the Agency’s payment procedure.

Each month, the Engineer will make an approximate measurement of the work performed to the closure date as basis for making monthly progress payments. The estimated value will be based on contract unit prices, completed change order work and as provided for in Section 9-2 of these General Provisions. Progress payments shall be made no later than thirty (30) calendar days after the closure date. Five (5) working days following the closure date, the Engi neer shall complete

Revised 6/15/17 Contract No. 9599 Page 104 of 121
the detailed progress pay estimate and submit it to the Contractor for the Contractor’s information.

Should the Contractor assert that additional payment is due, the Contractor shall within ten (10) days of receipt of the progress estimate, submit a supplemental payment request to the Engineer with adequate justification supporting the amount of supplemental payment request. Upon receipt of the supplemental payment request, the Engineer shall, as soon as practicable after receipt, determine whether the supplemental payment request is a proper payment request. If the Engineer determines that the supplemental payment request is not proper, then the request shall be returned to the Contractor as soon as practicable, but not later than sev en (7) days after receipt. The returned request shall be accompanied by a document setting forth in writing the reasons why the supplemental payment request was not proper. In conformance with Public Contract Code Section 20104.50, the City shall make payments within thirty (30) days after receipt of an undisputed and properly submitted supplemental payment request from the Contractor. If payment of the undisputed supplemental payment request is not made within thirty (30) days after receipt by the Engineer, then the City shall pay interest to the Contractor equivalent to the legal rate set forth in subdivision (a) of Section 685.010 of the Code of Civil Procedure.

From each progress estimate, 10 percent will be deducted and retained by the Agency, and t he remainder less the amount of all previous payments will be paid. After 50 percent of the Work has been completed and if progress on the Work is satisfactory, the deduction to be made from remaining progress estimates and from the final estimate may be limited to $500 or 10 percent of the first half of total Contract amount, whichever is greater.

No progress payment made to the Contractor or its sureties will constitute a waiver of the liquidated damages under 6-9.

As provided in Section 22300 of the Ca lifornia Public Contract Code, the Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the Contract.

After final inspection, the Engineer will make a Final Payment Estimate and process a corresponding payment. This estimate will be in writing and shall be for the total amount owed the Contractor as determined by the Engineer and shall be itemized by the contract bid item and change order item with quantities and payment amounts and shall show all deductions made or to be made for prior payments and amounts to be deducted under provisions of the contract.

All prior estimates and progress payments shall be subject to correction in the Final Payment Estimate.

The Contractor shall have 30 calendar days from receipt of the Final Payment Estimate to make written statement disputing any bid item or change order item quantity or payment amount.

The Contractor shall provide all documentation at the time of submitting the statement supporting its position. Should the Contractor fail to submit the statement and supporting documentation within the time specified, the Contractor acknowledges that full and final payment has been made for all contract bid items and change order items.

If the Contractor submits a written statement with documentation in the aforementioned time, the Engineer will review the disputed item within 30 calendar days and make any appropriate adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by the Engineer will be subject to resolution as specified in Section 3-5, Disputed Work.

The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said disputed items. The Engineer will consider the merits of

Revised 6/15/17 Contract No. 9599 Page 105 of 121
the Contractor’s claims. It will be the responsibility of the Contractor to furnish within a reasonable time such further information an d details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying payment for the disputed items.

9-3.2.1 Payment for Claims. Except for those final payment items disputed in the written statement required in Section 9-3.2 all claims of any dollar amount shall be submitted in a written statement by the Contractor no later than the date of receipt of the final payment estimate. Those final payment items disputed in the written statement required in Section 9-3.2 shall be submitted no later than 30 days after receipt of the Final Payment estimate. No claim will be considered that was not included in this written statement, nor will any claim be allowed for which written notice or protest is required under any provision of this contract including Sections 3 -4 Changed Conditions, 3-5 Disputed Work, 6-6.3 Payment for Delays to Contractor, 6-6.4 Written Notice and Report, or 6 -7.3 Contract Time Accounting, unless the Contractor has complied with notice or protest requirements.

The claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said claims. The Engineer will consider and determine the Contractor’s claims and it will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying the claims.

Payment for claims shall be processed within 30 calendar days of their resolution for those claims approved by the Engineer. The Contractor shall pro ceed with informal dispute resolution under Section 3-5, Disputed Work, for those claims remaining in dispute.

9-3.3 Delivered Materials. When provided for in the Specifications, and subject to the limitation and conditions therein, the cost of materia ls and equipment delivered but not incorporated into the Work will be included in the progress estimate.

9-3.3.1 Delivered Materials. The cost of materials and equipment delivered but not incorporated into the work will not be included in the progress estimate.

9-3.4 Mobilization. When a bid item is included in the Proposal form for mobilization and subject to the conditions and limitations in the Specifications, the costs of work in advance of construction operations and not directly attributable to any specific bid item will be i ncluded in the progress estimate. When no such bid item is provided, payment for such costs will be considered to be included in the other items of work.

9-3.4.1 Mobilization and Preparatory Work. Payment for mobilization and preparatory Work will be made at the stipulated lump -sum price bid therefore in the bid schedule and includes full compensation for furnishing all insurance, bonds, licenses, labor, materials, utilities, tools, equipment and i ncidentals, and for doing all the work involved in mobilization and preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidental to preparing to conduct work on and off t he project site and other offsite facilities necessary for work on the project; for all other facilities, sureties, work and operations which must be performed or costs incurred prior to beginning work on various contract items on or off the project site, excepting those specifically paid for under separate sections of these specifications. The Contractor hereby agrees that the stipulated lump sum amount is

Revised 6/15/17 Contract No. 9599 Page 106 of 121
sufficient for Mobilization and Preparatory Work, as described in this section, and that the Contractor shall have no right to additional compensation for Mobilization and Preparatory Work.

Progress payments for Mobilization and Preparatory Work will be made as follows:

For the first progress payment (after the issuance of the Notice to Proceed), forty percent (40%) of the amount bid for Mobilization And Preparatory Work will be allowed. For the second progress payment, an additional sixty percent (60%) of the amount bid for mobilization and preparatory work will be allowed therefore.

9-4 BID ITEMS. Payment for each Bid Item shall be made at the quantity and type as listed in the Contractor's Proposal. All work shown or mentioned on the plans, in the Contract Documents, General Provisions, or Technical Provisions/Specifications shall be considered as included in the Bid Items. Contractor must protect existing utilities, improvements, landscaping, irrigation systems, and vegetation in place. If damaged during the work, Contractor is responsible to repair or replace any utilities, improvements, landscaping, irrigation systems, and vegetation at his expense.

Mobilization (Bid Item No. 1) Lump Sum
Mobilization shall consist of all preparatory work and operations which must be perform ed, or costs incurred prior to beginning work on the various Contract items on all project sites.

Mobilization shall include but not be limited to the following items:

1. Obtaining and paying for all Bonds, Insurance Policies (including premiums and incidentals), and Permits.

2. Submittal of required construction schedule(s).

3. Establishment of all offices, buildings, construction yards, sanitary facilities, and any other facilities necessary for work at all project sites.

4. Posting all OSHAS required notices and establishment of safety programs.

5. Posting all Department of Labor required notice, regulations, and prevailing wages.

6. The movement of personnel, equipment, supplies, and incidentals to all project sites.

7. Developing and installing construction water supply.

8. Notification of residents and businesses.

No additional compensation will be allowed for additional mobilizations required, including but not limited to delays caused by the relocation of existing utility facilities shown on the Plans or discovered during construction operations

The deletion of work or the addition of extra work as provided herein shall be reflected in Contract Change Orders and shall not affect the price paid for “Initial Mobilization.”

Payment for "Mobilization" will be made at the lump allowance named in the Bid Schedule, which price shall constitute full compensation for all such work. Payment for Initial Mobilization will be made as follows:

The bid item for mobilization and related items shall not exceed fifteen percent (15%) of the total contract items.

The deletion of work or the addition of extra work as provided for herein shall not affect the price paid for Mobilization.

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The contract lump sum price paid for mobilization shall include full compensation for furnishing all labor, materials, tool, equipment, the cost of all bonds and insurance policies , and incidentals, and for doing the work involved in mobilization as specified herein.

Traffic Control (Bid Item No. 2) Lump Sum
The contract lump sum price shall constitute full compensation for all traffic control, traffic control plans, and public notification in accordance with the specifications and contract documents. This includes, but is not limited to, preparation and reproduction of traffic control plans, submitting and obtaining traffic control permit from the City of Carlsbad, implementing traffic control, sig ning, striping, flagging operations, arrow boards, resident notification letters, door hangers, and “NO PARKING” signs.

Signing and Striping Improvements (Bid Item No. 3) Lump Sum The contract lump sum price paid for this bid item shall constitute fill compensation for the signing, striping, and pavement marking in accordance with Section 701 of Standard Specifications for Public Works Construction, the Plans, and contract documents. This includes, but is not limited to all labor, materials, equipment, and other incidentals required for removal, layout, placement, and no additional compensation will be allowed therefor.

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SUPPLEMENTAL PROVISIONS
TO

STANDARD SPECIFICATIONS FOR PUBLIC WORKS

CONSTRUCTION
PART 2, CONSTRUCTION MATERIALS

SECTION 206 - MISCELLANEOUS METAL ITEMS

Add the following section:
206-7 TRAFFIC SIGNS.

206-7.1 Roadside Signs. This work shall consist of furnishing and installing roadside signs in accordance with details shown on the plans, the California Sign Specifications and these special provisions. Permanent and temporary signs shall be free from blemishes that may affect the serviceability and detract from the general sign color and appearance when viewing during daytime and nighttime from a distance of 25 feet. The face of each finished sign shall be uniform, flat, smooth, and free of defects, scratches, wrinkles, gel, hard spots, streaks, extrusion marks, and air bubbles. The front, back and edges of the sign panels shall be free of router chatter marks, burns, sharp edges, loose rivets, delaminated skins, excessive adhesive overspray, and aluminum marks.

206-7.1.2 Sign Identification. The following notation shall be placed on the lower right side of the back of each sign where the notation shall not be blocked by the sign post or frame:

A. PROPERTY OF THE CITY OF CARLSBAD,
B. Name of the sign manufacturer,
C. Month and year of fabrication,
D. Type of retroreflective sheeting, and
E. Manufacturer’s identification and lot number of retroreflective sheeting.

The above notation shall be applied directly to the aluminum sign panels in 1/4 -inch upper case letters and numerals by die -stamp and applied by similar method to the fiberglass reinforced plastic signs. Painting, screening, or engraving of the notation will not be allowed. The notation shall be applied without damaging the finish of the sign.

206-7.1.3 Drawings. Standard signs shall be as per the most recently approved California Sign Specifications. The date of approval shall be the date most closely preceding the date of manufacture of the sign(s) or the date of the “Notice to Proceed” of this contract, whichever is most recent.

206-7.1.4 Reflective Sheeting. All advisory signs, warning signs and all regulatory signs shall be fabricated with Type IV prismatic sheeting (High Intensity Prismatic or equivalent) or Type IX prismatic cube lens sheeting (Diamond Grade VIP or equ ivalent) in accordance to ASTM Designation D4956 and conforming to the requirements of these special provisions.

206-7.1.5 Sign Panel. Sign panels shall be fabricated from sheet aluminum in accordance with ASTM Designation B209. Sheet aluminum shall be pretreated in accordance to ASTM

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Designation B449. The surface of sheet aluminum shall be cleaned, deoxidized, and coated with a light and tightly adherent chromate conversion coating free of powdery residue. The conversion coating shall be Class 2 with a mass between 10 milligrams per square foot. Following the cleaning and coating process, the sheet aluminum shall be protected from exposure to grease, oils, dust, and contaminants. Sheet aluminum shall be free of buckles, warps, dents, cockles, burrs, and defects resulting from fabrication.

206-7.1.6 Mounting Traffic Signs. Non-overhead Traffic signs shall be installed on 10 -gage or 12-gage cold-rolled steel perforated tubing posts as shown on San Diego Regional Standard Drawing M-45 or, when the sign area exceeds the maximum area allowed for on that drawing, on multiple 10-gage or 12-gage cold-rolled steel perforated tubing posts. The number of posts shall be determined by the parameters in SDRS drawing M -45 or as approved by the Engineer. Non- overhead traffic signs will be provided with back braces and mounting blocks as approved by the Engineer consisting of 10-gage or 12-gage cold-rolled steel perforated tubing when multiple posts are used.

Retrofit of existing overhead arrow-per-lane guide sign shall be per details and construction notes provided in the Plans.

206-7.1.6 Traffic Sign Posts. Posts shall be constructed of 10-gage or 12-gage cold-rolled steel perforated tubing posts as shown on San Diego Regional Standard drawing M-45.

206-7.2 Temporary Traffic Signs. Temporary traffic signs shall consist of all signs used for the direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic during the Contractor’s performance of the Work. Temporary traffi c signs include both stationary and portable signs.

206-7.2.1 General. This work shall consist of furnishing and installing temporary signs in accordance with details shown on the plans, the California Sign Specifications and these special provisions. Permanent and temporary signs shall be free from blemishes that may affec t the serviceability and detract from the general sign color and appearance when viewing during daytime and nighttime from a distance of 25 feet. The face of each finished sign shall be uniform, flat, smooth, and free of defects, scratches, wrinkles, gel, hard spots, streaks, extrusion marks, and air bubbles. The front, back and edges of the sign panels shall be free of router chatter marks, burns, sharp edges, loose rivets, delaminated skins, excessive adhesive overspray, and aluminum marks.

206-7.2.2 Drawings. Standard signs shall be as per the most recently approved California Sign Specifications. The date of approval shall be the date most closely preceding the date of manufacture of the sign(s) or the date of the “Notice to Proceed” of this contract, whichever is most recent.

206-7.2.3 Reflective Sheeting. All advisory signs, warning signs and all regulatory signs shall be fabricated with Type IV prismatic sheeting (High Intensity Prismatic or equivalent) or Type IX prismatic cube lens sheeting (Diam ond Grade VIP or equivalent) in accordance to ASTM Designation D4956 and conforming to the requirements of these special provisions.

206-7.2.4 Sign Panel. Sign panels shall be fabricated from sheet aluminum in accordance with ASTM Designation B209. Sheet aluminum shall be pretreated in accordance to ASTM Designation B449. The surface of sheet aluminum shall be cleaned, deoxidized, and coated with a light and tightly adherent chromate conversion coating free of powdery residue. The conversion

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coating sha ll be Class 2 with a mass between 10 milligrams per square foot. Following the cleaning and coating process, the sheet aluminum shall be protected from exposure to grease, oils, dust, and contaminants. Sheet aluminum shall be free of buckles, warps, dents, cockles, burrs, and defects resulting from fabrication.

206-7.2.5 Stationary Mounted Temporary Traffic Signs. Stationary mounted temporary traffic signs shall be installed on 10 -gage and 12-gage cold-rolled steel perforated tubing posts in the same manner shown on the State of California, Department of Transportatio n Standard Plans RS1, RS2, RS3 and RS4 for installation of roadside signs, except as follows:
a) Wood posts shall not be used.
b) Back braces and blocks for sign panels will not be required. c) The height to the bottom of the sign panel above the edge of traveled w ay shall be at least 2.1 m (7’).
d) Unless otherwise shown on the plans traffic sign posts shall conform in materials and installation to SDRS drawing M-45 and shall have one post provided for each 0.48 m2 (5 ft2)of sign area, or the signs may be installed on existing lighting standards when approved by the Engineer.
e) Sign panels mounted on temporary traffic sign posts shall conform to the requirements of these special provisions.

206-7.2.6 Temporary Traffic Sign Posts. Posts shall be 10 -gage or 12 -gage cold-rolled steel perforated tubing used for the support and stabilization of stationary mounted temporary signs.

Post size and number of posts shall be as shown on the plans, ex cept that when stationary mounted signs are installed and the type of sign installation is not shown on the plans, post size and the number of posts will be determined by the Engineer. Sign panels for stationary mounted signs shall consist of reflective sheeting applied to a sign substrate.

206-7.2.7 Portable Temporary Traffic Signs. Each portable temporary traffic sign shall consist of a base, standard or framework and a sign panel. The units shall be capable of being delivered to the site of use and placed in immediate operation. Sign panels for portable signs shall conform to the requirements of these special provisions, or shall be cotton drill fabric, flexible industrial nylon fabric, or other approved fabric. Fabric signs shall not be used during the hours of darkness.

Size, color, and legend requirements for portable signs shall be as described for station ary mounted sign panels in section 206 -7.2 of these special provisions. The height to the bottom of the sign panel above the edge of traveled way shall be at least 0.3 -m (12”). All parts of the sign standard or framework shall be finished with 2 applications of orange enamel which will match the color of the sign panel background. Testing of paint will not be required.

Add the following section:
206-8 LIGHT GAGE STEEL TUBING AND CONNECTORS.

Add the following section:
206-8.1 General. This Section pertains to 10-gage and 12-gage cold-rolled steel perforated tubing used for the support and stabilization of signs. All shapes shall have a galvanized finish and shall be cold-roll-formed steel conforming to ASTM Designation A -446, Grade A. Galvanizing shall conform to ASTM A-525, Designation G-90. Galvanizing shall be performed after all forming and punching operations have been completed. Cold-rolled steel perforated tubing shall be perforated on all four faces with 11mm (7/16”) holes on 25 mm (1”) centers.

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Add the following section:
206-8.2 Tolerances. Wall thickness tolerance shall not exceed +0.28 mm, -0.13 mm (+0.011”, -0.005”). Convexity and concavity measured in the center of the flat side shall not exceed a tolerance of +0.25 mm (+0.010”) applied to the specific size determined at the corner.

Straightness tolerance variation shall not exceed 1.6 mm in 1 m (1/16 “ in 3’). Tolerance for corner radius is 4.0mm (5/ 32”), plus or minus 0.40 mm (1/64“). Weld flash on corner -welded square tubing shall permit 3.60 mm (9/64”) radius gage to be placed in the corner. Using 10 -gage or 12-gage square tube, consecutive size tubes shall telescope freely for 3.1m (10’). Toleranc e on hole size is plus or minus 0.40 mm (1/64“) on a size. Tolerance on hole spacing is plus or minus

3.2 mm in 6.1 m (1/8” in 20’). In addition, for the following specific sizes of light gage steel tubing, dimensional tolerances shall not exceed those listed in tables 206-8.2 (A) and 206-8.2(B).

TABLE 206-8.2(A)

LIGHT GAGE STEEL TUBING SIZE TOLERANCE
Nominal Outside
mm
Dimensions
(inches)
Outside Tolerance for
mm
All Sides at Corners
(inches)
25 x 25 (1 x 1) 0.13 0.005
32 x 32 (11/4 x 11/4) 0.15 0.006
38 x 38 (11/2 x 11/2) 0.15 0.006
44 x 44 (13/4 x 13/4) 0.20 0.008
51 x 51 (2 x 2) 0.20 0.008
56 x 56 (23/16 x 23/16) 0.25 0.010
57 x 57 (21/4 x 21/4) 0.25 0.010
64 x 64 (21/2 x 21/2) 0.25 0.010
51 x 76 (2 x 3) 0.25 0.010

TABLE 206-8.2(B)

LIGHT GAGE STEEL TUBING SQUARENESS OF SIDES AND TWIST
Nominal Outside
mm
Dimension
(Inches)
Squar
mm
eness(1)
(Inches)
Twist Permissible
mm(2)
in 900 mm (3”)
(Inches)(2)
25 x 25 (1 x 1) 0.15 0.006 1.3 0.050
32 x 32 (1-1/4 x 1-1/4) 0.18 0.007 1.3 0.050
38 x 38 (1-1/2 x 1-1/2) 0.20 0.009 1.3 0.050
44 x 44 (1-3/4 x 1-3/4) 0.25 0.010 1.6 0.062
51 x 51 (2 x 2) 0.30 0.012 1.6 0.062
56 x 56 (2-3/16 x 2-3/16) 0.36 0.014 1.6 0.062
57 x 57 (2-1/4 x 2-1/4) 0.36 1.014 1.6 0.062
64 x 64 (2-1/2 x 2-1/2) 0.38 0.015 1.9 0.075
51 x 76 (2 x 3) 0.46 0.018 1.9 0.075
(1) Tubing may have its sides failing to be 90 degrees to each other by the tolerance listed. (2) Twist is measured by holding down the edge of one end of a square tube on a surface plate with the bottom side of the tube parallel to the surface plate and noting the height that either corner on the opposite end of the bottom side is above the surface plate.

Add the following section:
206-8.3 Fasteners. Fasteners used to assemble cold-rolled steel perforated tubing shall be steel “pull-through” electrogalvanized rivets with 9.5 mm (3/8”) diameter shank, 22 mm (7/8”) diameter head, and a grip range of from 5 mm (0.200”) to 0.90 mm (0.356”). The fasteners shall conform to ASTM B-633, Type III
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Add the following section:
206-9 PORTABLE CHANGEABLE MESSAGE SIGN

Add the following section:
206-9.1 General. Each portable changeable message sign (PCMS) unit shall cons ist of a controller unit, a power supply, and a structural support system all mounted on a trailer. The PCMS unit shall be assembled to form a complete self-contained portable changeable message sign, which can be delivered to the site of the work and placed in immediate operation. The complete PCMS unit shall be capable of operating in an ambient air temperature range of -20ºC (-4ºF) to +70ºC (158ºF) and shall not be affected by unauthorized mobile radio transmissions.

The trailer shall be equipped so that it can be leveled and plumbed. Full operation height shall be with the bottom of the sign at least 2.1 m (7') above the ground and the top no more than 4.4 m (14.5') above the ground. After initial placement, PCMS shall be moved from location to location as directed by the Engineer.

Add the following section:
206-9.2 Message Board. The message displayed on the PCMS shall be visible from a distance of 460 m (1500') and shall be legible from a distance of 230 m (750'), at noon on a cloudless day, by persons with vision corrected to 20/20. The sign panel shall be 3-line matrix and shall display not less than 7 characters per line. Sign messages to be displayed shall be as approved by the Engineer. The sign face shall be flat black and shall be protected from glare of the sun by a method which does not interfere with the clarity of the sign message. The sign shall be raised and lowered by means of a power driven lifting mechanism. The matrix sign shall be capable of complete alphanumeric selection.

Lamp matrix type signs shall be equipped with an automatic dimming operational mode that automatically compensates for the influence of a temporary light source or other abnormal lighting conditions. The sign shall have manual dimming operation modes of 3 or more different lamp intensities.

Matrix signs not utilizing lamps shall be either internally or externally illuminated at night.

The controller shall be an all solid-state unit containing all the necessary circuitry for the storage of at least 5 pre -programmed messages. The controller shall be installed in a location allowing the operator to perform all functions from one position. A keyboard entry system shall be provided to allow an operator to generate an infinite number of additional messages over the pre - programmed stored messages. The keyboard shall be equipped with a security lockout feature to prevent unauthorized use of the controller. The controller shall contain a nonvolatile memory to hold the keyboard created messages in memory during periods when the power is not activated.

The controller shall provide for a variable message display rate which allows the operator to match the information display to the speed of the approaching traffic. The flashing off time shall be operator adjustable within the control cabinet.

Add the following section:
206-9.3 Operation and Maintenance. PCMS s hall be furnished, placed, operated, and maintained at locations shown on the plans, specified herein, or designated by the Engineer. The PCMS will be diligently maintained and repaired by the Contractor throughout the project in accordance with the manufacturer's recommendations. When ownership is transferred to the City

Revised 6/15/17 Contract No. 9599 Page 113 of 121
(at the end of the job), it must be demonstrated to be in good working condition, and meet the provisions of these specifications, including current registration.

Add the following section:
206-9.4 Measurement and Payment. The contract unit price PCMS shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in furnishing, placing, operating, maintaining, rep airing, replacing, transporting from location to location, and delivery of the signs to the City at the completion of the construction, in good working order, and as directed by the Engineer, and no other compensation will be made.

SECTION 210 - PAINT AND PROTECTIVE COATINGS

210-1 PAINT.

210-1.5 Paint Systems. Add the following to Table 210-1.5(A)

TABLE 210-1.5 (A)
Surface to be Painted Pre-reatment / Surface
Preparation
Primer Finish Coats
Temporary Railing type
(K)
Abrasive Blast Cleaning to a
Roughened, Textured
Appearance
None Two coats white Acrylic
Emulsion Paint (1)
(1) acrylic emulsion paint designed for use on exterior masonry. This paint shall comply in all respects to Fed eral Specification TT-P-19 (latest revision), Paint, Acrylic Emulsion, Exterior. This paint may be tinted by using “universal” or “all purpose” concentrates.

210-1.6 Paint for Traffic Striping, Pavement Marking, and Curb Marking. Modify as follows:

Paint for traffic lane lines, turn pocket lines, edge lines, channelizing lines, bike lane lines, chevrons, and curbs shall be rapid dry water borne conforming to CALTRANS Specification No.

PTWB-01. Paint for pavement legends, pavement symbols, pavement arro ws, cross walks, parking stall markings and stop bars shall be alkyd thermoplastic conforming to CALTRANS Specification No. 8010-19A. Glass beads shall be applied to the surface of the rapid dry water borne paint and the molten thermoplastic material and shall conform to the requirements of CALTRANS Specification No. 8010 -004 (Type II). CALTRANS Specifications for water borne paint, thermoplastic material and glass beads may be obtained from the CALTRANS Transportation Laboratory, P.O. Box 19128, Sacramen to, CA 95819, telephone number (916) 227-7000.

Water borne paint shall be Ennis -Flint 985216 Green Standard Fast Dry Waterborne 1952 1/2 Traffic Paint, product color green (34115) or approved equal. If equals are submitted for approval, color swatches shall be submitted to City if requested.

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SECTION 214 PAVEMENT MARKERS

214-5 REFLECTIVE PAVEMENT MARKERS

Add the following section:
214-5.1 Temporary Reflective Pavement Markers. Temporary pavement markers shown on the plans and required in the specifications shall be one of the types shown in Table 214 -5.1(A), or equal thereto.

TABLE 214-5.1(A)

TEMPORARY REFLECTIVE PAVEMENT MARKERS
Type Manufacturer of Distributor
TOM- Temporary Overlay
Markers
Davidson Traffic Control Products, 3110 70 th Avenue East, Tacoma, WA 98424,
(877) 335-4638

Add the following section:
214-5.2 Permanent Reflective Channelizer . Reflective Channelizer shall be new surface - mounted type and shall be furnished, placed, and maintained at the locations shown on the plans.

Reflective channelizer posts shall be orange in color. Reflective channelizers shall have affixed white reflective sheeting as specified in the special provisions. The reflective sheeting shall be 75 mm x 300 mm in size. The reflective sheeting shall be visible at 300 m at night under illumination of legal high beam headlights, by persons with vision of or correct ed to 20/20.

Reflective channelizer shall be one of the types shown in Table 214-5.2(A), or equal thereto.

TABLE 214-5.2(A)

REFLECTIVE CHANNELIZER
Type Manufacturer of Distributor
Safe-Hit SH336SMA Safe-Hit, A Division of Energy Absorption Systems, Inc. 35 East Wacker Drive, Suite 1100
Chicago, IL 60602
800-537-8958
Carsonite "Super Duck"
SDR3036
Carsonite Composites, LLC
605 Bob Gifford Boulevard
Early Branch, SC 29916
800-648-7916
Repo "The Replaceable Post" Western Highway Products
10680 Fern Avenue
Stanton, CA 90680
800-854-3360

The Contractor shall provide the Engineer with a Certificate of Compliance in accordance with the provisions of Section 2 -5.3.3 “Submittals”. Said certificate shall certify that the permanent reflective channelizers comply with the plans and specifications and conform to the prequalified design and material requirements approved by the engineer and were manufactured in accordance with the approved quality control program.
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SUPPLEMENTAL PROVISIONS
TO

STANDARD SPECIFICATIONS FOR PUBLIC WORKS

CONSTRUCTION
PART 3, CONSTRUCTION METHODS

SECTION 310 - PAINTING

310-5 PAINTING VARIOUS SURFACES.

310-5.6 Painting Traffic Striping, Pavement Markings and Curb Markings. Modify the fifth paragraph as follows: The Contractor shall furnish all equipment, materials, labor, and supervision necessary for painting traffic lanes, directional arrows, guidelin es, curbs, parking lines, crosswalks, and other designated markings in accordance with the Plans, or for approved temporary detours essential for safe control of traffic through and around the construction site.

The Contractor shall remove by wet grinding all existing or temporary traffic markings and lines that may confuse the public. When temporary detour striping or markings are no longer required, they shall be removed prior to painting the new traffic stripes or markings.

310-5.6.3 Equipment. Delete the ninth paragraph and substitute the following: The Contractor shall provide a wet grinding machine with sufficient capacity to completely remove all existing or temporary traffic striping or markings that conflict with the striping plan, or are contra ry to the Traffic Manual, or that may be confusing to the public. The surface produced by grinding the existing or temporary traffic striping or markings on pavement shall not exceed variations from a uniform plane more than 3 mm (1/8”) in 3 m (10’) when measured parallel to the centerline of the street or more than 6 mm (1/4”) in 3 m (10’) when measured perpendicular to the centerline of the street. The use of any equipment that leaves ridges, indentations or other objectionable marks in the pavement shall be discontinued, and equipment capable of providing acceptable surface shall be furnished by the Contractor. This equipment shall meet all requirements of the air pollution control district having jurisdiction.

310-5.6.6 Preparation of Existing Surfaces. Modify the first paragraph as follows: The Contractor shall remove all existing markings and striping, either permanent or temporary, which are to be abandoned, obliterated or that conflict with the plans by wet grinding methods. Removal of striping by high velocity water jet may be permitted when there is neither potential of the water and detritus from the high velocity water jetting to damage vehicles or private property nor to flow from the street into any st orm drain or water course and when approved by the Engineer. The Contractor shall vacuum all water and detritus resulting from high velocity water jet striping removal from the pavement immediately after the water jetting and shall not allow such materials to flow in the gutter, enter the storm drain system or to leave the pavement surface. Surface variation limitations for high velocity water jet striping removal shall be the same as for grinding.

The Contractor shall not use dry or wet sandblasting in an y areas. Alternate methods of paint removal require prior approval of the Engineer. Obliteration of traffic striping with black paint, light emulsion oil or any other masking method other than a minimum 30mm (0.10’) thick asphalt concrete overlay is not permitted.

310-5.6.7 Layout, Alignment, and Spotting. Modify the first paragraph as follows: The Contractor shall establish the necessary control points for all required pavement striping and

Revised 6/15/17 Contract No. 9599 Page 116 of 121
markings by surveying methods. No layout of traffic striping shall be performed by the Contractor before establishment of the necessary control points. The Contractor shall establish all traffic striping between these points by string line or other method to provide striping that will vary less than 80mm per 100m (1 /2 inch in 50 feet) from the specified alignment. The Contractor shall obliterate, straight stripes deviating more than 80mm per 100mm (1/ 2 inch in 50 feet) by wet grinding, and then correcting the markings. The Contractor shall lay out (cat track) immed iately behind installation of surface course asphalt and as the work progresses.

310-5.6.8 Application of Paint. Modify the second paragraph as follows: The Contractor shall apply the first coat of paint immediately upon approval of striping layout by th e Engineer. The Contractor shall paint the ends of each median nose yellow.

Add the following to the eighth paragraph: The Contractor shall apply temporary traffic stripes in one coat. Temporary traffic stripes shall be maintained by the Contractor so th at the stripes are clearly visible both day and night.

310-5.6.10 Measurement and Payment. Modify the first paragraph as follows: Final and temporary traffic striping, curb markings and pavement markings as shown on the plans and required by the specifications shall be included in the lump-sum price bid for temporary and final traffic striping, and no additional compensation will be allowed therefore. Reapplication of temporary stripes and markings shall be repainted at the Contractor's expense, and no additional compensation will be allowed therefore. The lump sum prices bid and shall include all labor, tools, equipment, materials, and incidentals for doing all work in installing the final and temporary traffic striping.

Add the following Section:
310-7 PERMANENT SIGNING

Add the following Section:
310-7.1 General. Add the following section: The Contractor shall provide and install all permanent traffic control signs at locations shown on plans and as specified herein.

Add the following section:
310-7.2 Measurement And Payment. Permanent signing and appurtenances thereto shown on the plans or required in the specifications are a part of the lump-sum item for permanent signing and payment therefore shall include full compensation for furnishing al l labor, materials, tools, equipment, and incidentals and for doing all the work involved in supplying and installing permanent signing and appurtenances, complete in place, as shown on the plans, as specified in the Standard Specification and these special provisions, and as directed by the Engineer.

SECTION 312 - PAVEMENT MARKER PLACEMENT AND REMOVAL

312-1 PLACEMENT. Add the following to the third paragraph:
4) When being installed on asphalt concrete pavement sooner than 14 days after placement of the asphalt concrete pavement course on which the pavement markers are to be placed.

Revised 6/15/17 Contract No. 9599 Page 117 of 121
Add the following section:
312-1.1 Reflective Channelizer Placement and Removal. The Contractor shall place and remove reflective channelizers the same as fo r pavement marker placement and removal. The Contractor shall place the channelizers uniformly, straight on tangent alignment and on a true arc on curved alignment to the same tolerances of position as for application of paint in section 310-

5.6.8. The Contractor shall perform all layout work necessary to place the channelizers to the proper alignment. If the channelizers are displaced or fail to remain in an upright posi tion, from any cause, the channelizers shall immediately be replaced or restored to their original location, by the Contractor. When reflective channelizers are removed the pavement surface shall be restored to the same color and surface finish as the adjacent pavement.

SECTION 313 - TEMPORARY TRAFFIC CONTROL DEVICES

Add the following section:
313-1 TEMPORARY TRAFFIC PAVEMENT MARKERS.

Add the following section:
313-1.1 General. The Contractor shall supply and install temporary traffic pavement marker s, channelizers, signing, railing (type K), crash cushions and appurtenances at the locations shown on the plans and as required in the specifications, complete in place prior to opening the traveled way served by said final and temporary traffic pavement markers, signing, railing (type K) and appurtenances to public traffic.

313-1.2 Temporary Pavement Markers. Temporary reflective raised pavement markers shall be placed in accordance with the manufacturer's instructions. Temporary reflective raised pavement markers shall be cemented to the surfacing with the adhesive recommended by the manufacturer, except epoxy adhesive shall not be used to place temporary reflective raised pavement markers in areas where removal of the markers will be required. Pavement striping, legends and markers which conflict with any traffic pattern shall be removed by grinding as determined by the Engineer.

The Contractor shall use temporary reflective raised pavement markers for temporary pavement marking, except when the temporary pavement markers are used to replace patterns of temporary traffic stripe that will be in place for less than 30 days. Reflective pavement markers used in place of the removable -type pavement markers shall conform to the section 312 "Pavement Marker Placement and Removal", except the 14-day waiting period before placing the pavement markers on new asphalt concrete surfacing as specified in section 312-1 “Placement”, shall not apply; and epoxy adhesive shall not be used to place pavement markers in areas where removal of the markers will be required.

Add the following section:
313-1.3 Channelizers. Channelizers shall be new surface-mounted type and shall be furnished, placed, and maintained at the locations shown on the plans. Channelizer po sts shall be orange in color. Channelizers shall have affixed white reflective sheeting as specified in the special provisions. The reflective sheeting shall be 75 mm x 300 mm (3” x 12”) in size. The reflective sheeting shall be visible at 300 m (1000’) at night under illumination of legal high beam headlights, by persons with vision of or corrected to 20/20. The channelizer bases shall be cemented to the pavement in the same manner as provided for cementing pavement markers to pavement in section 312 -1, “Placement.” Channelizers shall be applied only on a clean, dry surface.

Channelizers shall be placed on the alignment and location shown on the plans and as directed by the Engineer. The channelizers shall be placed uniformly, straight on tangent ali gnment and

Revised 6/15/17 Contract No. 9599 Page 118 of 121
on a true arc on curved alignment. All layout work necessary to place the channelizers to the proper alignment shall be performed by the Contractor. If the channelizers are displaced or fail to remain in an upright position, from any cause, the channelizers shall immediately be replaced or restored to their original location, by the Contractor. The Contractor shall provide the Engineer with a Certificate of Compliance in accordance with the provisions of section 4-1.5, "Certification”.

Said certificate shall certify that the channelizers comply with the plans and specifications and conform to the prequalified design and material requirements approved by the Engineer and were manufactured in accordance with a quality control program approved by the Engineer.

Add the following section:
313-2 TEMPORARY TRAFFIC SIGNING.

Add the following section:
313-2.1 General . The Contractor shall provide and install all temporary traffic control signs, markers, markings, and delineators at locations shown on plans and specified herein.

Add the following section:
313-2.2 Maintenance of Temporary Traffic Signs. If temporary traffic signs are displaced or overturned, from any cause, dur ing the progress of the work, the Contractor shall immediately replace the signs in their original approved locations. The Contractor shall maintain all temporary traffic signs used in the Work in a clean, reflective and readable condition. The Contractor shall replace or restore graffiti marked temporary traffic signs and posts used in the Work within 18 hours of such marking being discovered during non -working hours or, when the marking is discovered during working hours, within 2 hours of such discovery of marking.

Add the following section:
313-3 TEMPORARY RAILING (TYPE K) AND CRASH CUSHIONS.

Add the following section:
313-3.1 Temporary Railing and Crash Cushions. Temporary railing (Type K) shall consist of interconnected new or undamaged used precast concrete barrier units as shown on the plans.

Temporary sand-filled crash cushions shall consist of new or undamaged used temporary sand- filled crash cushions units as shown on the plans.

313-3.1.1 Appearance. Exposed surfaces of new and used units of Temporary railing (Type K) shall be freshly coated with a white color paint prior to their first use on the project. The paint shall conform to the provisions in sections 210-1.5 “Paint Systems” and 310 “Painting”. Contractor shall be responsible for the removal and cleanup or painting over the graffiti from the K-Rails within 48 hours. The Contractor Shall replace or repaint units of Temporary railing (Type K) or shall remove graffiti, tire or vehicle marks, dirt or any and all materials such that said marks or discoloration mar the appearance of said units when ordered by the Engineer after the units are in place.

Add the following section.
313-3.1.2 Manufacture of Temporary Railing. In addition to the require ments herein the temporary railing (Type K) shall be manufactured per CALTRANS Standard Drawing T3.

Concrete used to manufacture Temporary railing (Type K) shall conform to the provisions in sections 201-1, “Portland Cement Concrete” and 303-1 “Concrete Structures”.” Load tickets and a Certificate of Compliance will not be required. Reinforcing steel shall conform to the provisions sections 201 -1, “Portland Cement Concrete” and 303 -1 “Concrete Structures”. Steel bars to receive bolts at ends of concret e panels shall conform to ASTM Designation: A 36/A 36M. The bolts shall conform to ASTM Designation: A 307. A round bar of the same diameter may be

Revised 6/15/17 Contract No. 9599 Page 119 of 121
substituted for the end-connecting bolt shown on the plans. The bar shall conform to ASTM Desig- nation: A 36/A 36M, shall have a minimum length of 660 mm and shall have a 75 mm (3”) diameter by 9 mm (3/8”) thick plate welded on the upper end with a 5-mm (3/16”) fillet weld. The final surface finish of temporary railings (Type K) shall conform to the provisions in section 303-1.9.2 “Ordinary Surface Finish.” Exposed surfaces of concrete elements shall be cured by the water method, the forms-in-place method, or the pigmented curing compound method. The pigmented curing compound shall be type 2 curing comp ound. Temporary railing (Type K) may have the Contractor’s name or logo on each panel. The name or logo shall not be more than 100 mm in height and shall be located not more than 300 mm above the bottom of the rail panel.

Add the following section.
313-3.1.3 Installation of Temporary Railing. In addition to the requirements herein the temporary railing (Type K) shall be installed per CALTRANS Standard Drawing T3. Temporary railing (Type K) shall be set on firm, stable foundation. The foundation shall be graded to provide a uniform bearing throughout the entire length of the railing. Abutting ends of precast concrete units shall be placed and main tained in alignment without substantial offset to each other. The precast concrete units shal l be positioned straight on tangent alignment and on a true arc on curved alignment Each rail unit placed within 3 m (10’) of a traffic lane shall have a reflector installed on top of the rail as directed by the Engineer. Reflectors and adhesive will be furnished by the Contractor. A Type P marker panel conforming to the requirements of the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD latest version) as amended by the MUTCD California Supplement shall also be ins talled at each end of railing installed adjacent to a two-lane, two-way highway and at the end facing traffic of railing installed adjacent to a one-way roadbed. If the railing is placed on a skew, the marker shall be installed at the end of the skew nea rest the traveled way. Type P marker panels shall conform to the provisions of section 206 -7.2, “Temporary Traffic Signs”. Where shown on the plans, threaded rods or dowels shall be bonded in holes drilled in existing concrete. When temporary railings (Type K) are removed, any area where temporary excavation or embankment was used to accommodate the temporary railing shall be restored to its previous condition or constructed to its planned condition.

Add the following section:
313-3.2 Temporary Sand -Filled Crash Cushions. Temporary sand-filled crash cushion units shall be “Energite III” manufactured by Energy Absorption Systems, “Fitch Inertial Barrier System Modules” manufactured by Roadway Safety Service, or equal. Features required to determine equivalence of any other temporary sand-filled crash cushion units shall be approval of the system by CALTRANS and that the temporary sand -filled crash cushion units meet NCHRP 350 standards. Other features will be suitability to application, operational chara cteristics, durability and other such characteristics that the Engineer shall determine. Temporary sand -filled crash cushions (TSFCC) shall be of the type and array configurations shown on plans, and installed at every end of, or gap in, the temporary railing (Type K) whenever the closest point of approach of traffic, regardless of direction, is 4.6 m (15’) or less to the end of the temporary railing (Type K) being considered. The TSFCC shall be installed per CALTRANS Standard Drawings T1 and T2 for approach speeds no less than the posted speed of the street prior to construction or 55 kilometers per hour (35 mph), whichever is the greater. The TSFCC array shall be appropriate to the application as shown on said standard drawings. A Type J and/or P marker panel conforming to the requirements of the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD latest version) as amended by the MUTCD California Supplement shall also be installed at each TSFCC array as shown in CALTRANS Standard Drawings T1 and T2.

Particular care shall be taken to assure that crash cushions are installed with the soil supporting them and the adjacent soil leveled to match the elevation of the bottom of the temporary railing

Revised 6/15/17 Contract No. 9599 Page 120 of 121
immediately adjacent to the crash cushion. All routes of approach to the TSCFF array shall be graded such that any vehicle diverging from the travelled way to strike the TSCFF will travel on a vertical alignment parallel to the segment of the travel lane that it departed from.

Add the following section:
313-4 MEASUREMENT AND PAYMENT . Temporary traffic pavement markers, temporary channelizers, temporary signing, temporary railing (type K), temporary crash cushions and temporary appurtenances thereto shown on the plans or required in the specifications are a part of the lump-sum item for traffic control and payment therefore shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in applying, install ing, maintaining, and removing temporary traffic pavement markers, channelizers, signing, railing (type K), crash cushions and appurtenances, complete in place, as shown on the plans, as specified in the Standard Specification and these special provisions, and as directed by the Engineer. Payment for temporary crash cushions, concrete barriers and the signs and reflectors marking them shall include the installation, grading for installation, grading for the approach path, maintenance, painting and re-painting, replacement of damaged units and removal and shall also be included in the lump -sum price bid for traffic control. Payment for installation and/or relocation of K -rails and crash cushions when not shown on the plans and requested by the Engineer shall be made per section 3-3, Extra Work, SSPWC.

Revised 6/15/17 Contract No. 9599 Page 121 of 121
APPENDIX “A”

CITY OF CARLSBAD

ROAD WORK

ABC CONTRACTORS
OFFICE # (760)XXX-XXXX
FIELD # (760)XXX-XXXX
Dear resident:

As a part of the City of Carlsbad’s ongoing
program to maintain its streets, your street will be
resurfaced with asphalt concrete over the existing
roadway surface. This construction will require
the closing of your street to through traffic for one
day. Your street, from XYZ St. to DEF Ave. will be
closed to through traffic and resurfaced on:

MON. TUE. WED. THU. FRI.

DATE: _XX / XX / XX______________
from 7:00A.M. to 5:00 P.M.

If you don’t plan to leave your home by 7:00 A.M.
on the above date please park your car on an
adjacent street in your neighborhood that will not
be resurfaced. Streets scheduled for resurfacing
can be determined by calling either the
Contractor or the City of Carlsbad’s Project
Inspector. When wa lking to and from your car,
remember not to walk on the newly overlaid street
or you will have black residue on the bottom of
your shoes. Please do not drive, walk on, walk
pets, play, or skate on the newly overlaid asphalt.

Also, please refrain from wat ering your lawns,
washing cars, etc., approximately 6-8 hours after
the asphalt is laid as running water will cause
damage to the new surface.

ABC is the Contractor that will be performing the
resurfacing work for the city and you may call
them at the above phone number if you have any
questions regarding the project. Resurfacing of
your street will not occur on the day your trash is
collected. Mail delivery may be delayed if the
postman cannot reach the mailbox that day. If you
have a moving company scheduled for that day
please call and inform the Contractor of the date.

If you have any concerns which cannot be
addressed by the Contractor, you may call the
City’s Project Inspector @ (xxx) xxx-xxxx.

Thank you for your cooperation as we work to
make a better City of Carlsbad.

TRAFFIC

VICINITY MAP

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT

CONSTRUCTION PLANS
FOR

CITY OF CARLSBAD

CARLSBAD, CA

CITY COUNCIL

MATT HALL - MAYOR

TERESA ACOSTA - COUNCIL MEMBER

PRIYA BHAT-PATEL - COUNCIL MEMBER

KEITH BLACKBURN - COUNCIL MEMBER

PEDER NORBY - COUNCIL MEMBER

SCOTT CHADWICK - CITY MANAGER
PROJECT NO. 95991
10/28/22
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CITY OF OCEANSIDE

HIGHWAY

PACIFIC
OCEAN
711
BOBC,O.T BL.
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CITY OF ENCINITAS
N.T.S.

CITY OF VISTA

CITY OF
SAN t.tARCOS
NOT TO
SCALE

LEGEND SHEET INDEX

STANDARDS

EXISTING CURB

EXISTING GUTTER

EXISTING SIDEWALK

EXISTING RIGHT-OF-WAY
EXISTING CENlERUNE
EXISTING SlRIPING
EXISTING SlRIPING TO BE REMOVED
PROPOSED SlRIPING

PROPOSED GREEN BIKE LANE

EXISTING SIGN ON POST

EXISTING SIGN ON POLE

EXISTING SIGN ON FENCE

EXISTING SOLAR RRFB
~ PROPOSED SIGN ON POST
~ PROPOSED SIGN ON POLE

EXISTING PEDESTRIAN BARRICADE

EXISTING OVERHEAD

ARROW-PER-LANE GUIDE SIGN

PROPOSED SIGN ON EXISTING

ARROW-PER-LANE GUIDE SIGN
<>---t~ EXISTING SlREET LIGHT POLE
TITI_E SHEET ---------SHEET 1
DETAIL SHEET SHEET2
CARLSBAD Bl VD & SHEET 3
• STATEST
• PfNEAVE
• WALNUTAVE
• CHESTNUT AVE
STATEST& ---------SHEET3
• l.AGUNADR
CARLSBAD BLVD & --------SHEET 4
• ACACIAAVE
• JUNIPER AVE
• REDWOOD AVE
• TAMARACKAVE
• SEQUOIA AVE
• 4600 CARLSBAD BL VD DWY
RANCHO SANTA FE RD & ______ SHEET5
• I.A COSTA MEADOWS DR
• PASEO PLOMO
RANCHO SANTA FE RD & SAN ELIJO RD ---SHEET 6
RANCHO SANTA FE RD & SHEET 7
• A VEN I DA SOLEDAD
• FIRE STATION 6 DWY
RANCHO SANTA FE RD & CAMINO JUN/PERO_ SHEET 8
RANCHOSANTAFERD& ______ SHEET9
• PASEO LUPINO
• VIA CAMPANILE
RANCHO SANTA FE RD &LA COSTA AVE __ SHEET 10
LA COSTA AVE &LEVANTE ST SHEET10
RANCHO SANTA FE RD & SHEET 11
• CVSDWY
• CAMINO DE LOS COCHES
RANCHO SANTA FE RD & ------SHEET 12
• LOS COCHES VILLAGE DWY
• CALLE BARCELONA
RANCHO SANTA FE RD & ------SHEET 13

OLIVEN HAIN RD I CAMINO ALVARO
POINSETTIA LN &AVENIDA ENCINAS ____ SHEET 14
PALOMAR AIRPORT RD & PASEO DEL NORTE_ SHEET 15/16
COLLEGE BLVD & CANNON RD I BOBCAT BLVD_ SHEET 17
EL CAMINO REAL & FARADAY AVE ____ SHEET 18
POINSETT/A LN & CASSIA RD _____ SHEET 19

COLLEGE BLVD & TAMARACK AVE

CARLSBAD VILLAGE DR & CELINDA DR I RISING GLEN WY
HARDING ST & OAKAVE ______ SHEET20

TAMARACK AVE & JEFFERSON ST

CHESTNUT AVE & MADISON ST
"DECLARATION OF RESPONSIBLE CHARGE"
Tf-E IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT Tf-E TIME OF CONSlRUCTION, AS DIRECTED BY Tf-E TRANSPORTATION DIRECTOR.

I HEREBY DECLARE Tl-IA T I AM THE ENGINEER OF WORK FOR THIS PROJECT, Tl-IA T I HA \IE EXERCISED RESPONSIBLE CHARGE O\IER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 67DJ OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT W1TH CURRENT STANDARDS.

I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY

THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 1. CARLSBAD GENERAL PROVISIONS, TECHNICAL SPECIFICATIONS, AND SUPPLEI.ENTAL PROVISIONS

2. CITY OF CARLSBAD STANDARD DRAWINGS

3. CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWINGS

4. CITY OF CARLSBAD MODIFICATIONS TO Tf-E SAN DIEGO AREA REGIONAL STAl'l>ARD DRAWINGS

5. SAN DIEGO AREA REGIONAL STANDARD DRAWII-GS

6. TRAFFIC SIGNAL DESIGN GUIDELINES AND STANDARDS

7. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS

8. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STAl'l>ARD SPECIFICATIONS

9. CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD)

10. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AS ALENDED

11. REFERENCE SPECIFICATIONS

12. MANUF ACTUlER' S INST ALLA TI ON RECOl.t.4ENDA Tl ONS FIRM: STC TRAFFIC
ADDRESS: 5973 A\IENIDA ENCINAS, #218
CITY, ST.: CARLSBAD, CA
TELEPHONE: 760-602-4290
BY: _______________ DATE: ________ _

CHRISTIAN LAMBARTH
R.C.E. NO.:...c8c.c6cc6"'75=------------
REGl5TRA T/ON EXP/RATION DA TE: J-Jl-2023
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597J AVENIDA ENCINAS, SUITE 218, ~LS~. CA 92008
PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4

GENERAL NOTES

1. THIS PLAN SU'ERSEC£S ALL OTfER PLANS PREVIOUSLY APPROVED BY Tf-E CITY OF CARLSBAD REGARDII-G lt.f'ROVEIENTS SI-KlWN ON THIS SET OF PLANS.

2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE mt PORTION OF Tf-E CARLSBAD LUJICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER AOOITIONAL DOCUI.ENTS LISTED f-EREON AS THEY MAY PERTAIN TO THIS PROJECT. Tf-E Et-GI NEER IN RESPO,Slll.E CHARGE SHALL REVISE THESE PLANS WI-EN NON-CONFORMANCE IS DISCOVERED.

3. NO WORK SHALL BE COt.t.e(E) UNTIL ALL PERhllTS HAVE BEEN OBTAINED FROM Tf-E CITY AND OTHER APPROPRIATE AGENCIES.

4. NO REVISIONS WILL BE MADE TO THESE PLANS WITI-OOT Tf-E WRITTEN APPROVAL OF Tf-E TRANSPORTATION DIRECTOR, NOTED WITHIN Tf-E REVISION BLOCK, ON Tf-E ,,PFRLffl!ATE SHEET OF Tf-E PLANS AND TITLE SHEET.

5. Tf-E ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE OF Tf-E WORK BY Tf-E CITY.

6. ACCESS FOR FIRE AND OTHER EhlERGENCY VEHICLES SHALL BE MAINTAINED TO Tf-E PRo.£CT SITE AT ALL TIMES DURING CONSlRUCTION.

7. Tf-E CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUD!t-G SI-IRING, AND SHALL BE SOLELY RESPONSlll.E FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND f-EALTH STAl'l>ARDS, LAWS AND REGULATIONS.

8. If ANY ARCHAECl,OGICAL RESMCES ARE PISCQYERED WITHIN ANY WORK Z0!1E DUR!t-G CONSTRUCTION, CPERATICJ,JS WILL CEASE H¥PIATELY. AND Tf-E PERMITTEE WILL I\OTIFY Tf-E TRANSPORTATION DIRECTOR. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM Tf-E TRANSPORTATION DIRECTOR TO DO SO.

9. ALL OFF-SUE HALL RQJJES SHALL BE SUlMITJEP BY It£ (D,jTRACTOO JO Tl£ CITY FOO APPROYAL TWO fUl. WORKING PAYS PRIOR JO BEG)~ING Of WORK. Tl£ (D,jTRACJ<R SHALL ~ RESP(ffilfll E fllll....ANY DEBUS QR.. DAMAGE OCfl,lRRING ALONG Il::E...HALL... RQJTE QR.. ADJACENT STREETS ~A.. RESLLT OF_Ilf GRAPING CPERAJ IctJ.

10. t:D BLAST Il:ll SHALL BE CQKNCEP W rn-KJUT A C IJY APPROVED BLAST ING PROGRAM AND LASTING PEll1U.

11. ALL NEW SIGNS INSTALLED SHALL BE VIS!ll.E. CONTRACTOR IS RESPONS!ll.E FOR ANY TREE TRil.t.411,K; NEEDED.

STANDARD NOTES FOR SIGNING AND STRIPING PLANS

1. THE CONTRACTOR IS RESPONS!ll.E FOR INSTALLATION OF ALL SIGNING AN) STRIPING.

2. ALL SIGNII-G, STRIPING AND PAVEIENT MARKINGS SHALL CONFORM TO Tf-E CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION), Tf-E CALTRANS STANDARD PLANS AN) SPECIFICATIONS (LATEST VERSION), Tf-ESE PLANS AND Tf-E SPECIAL PROVISIONS.

3. ALL SIGNING AN) STRIPING IS SUB..ECT TO Tf-E APPROVAL OF Tf-E TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.

4. ANY DEVIATION FROM THESE PLANS SHALL BE APPROVED BY Tf-E TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE PRIOR TO mt CHANGE IN Tf-E FIELD.

5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING.

6. ALL PERMANENT SIGNAGE SHALL BE REFLECTIVE PER ASTM DESIGNATION 04956 AND SHALL USE TYPE IV PRISMATIC REFLECTIVE SHEETING (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTf-ERWISE SPECIFIED. R1-1 "STOP", R1-2 "YIELD", R2-1 "SPEED LIMIT" AND STREET NAME SIGNS SHALL USE TYPE IX PRISMATIC CUBE-CORNER REFLECTIVE Sf-EETING (DIAIDD GRADE VIP OR EQUAL).

7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY Tf-E TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.

8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDIN;. CONTRACTOR SHALL CONTROL/MINIMIZE DAMAGE TO ROADWAY FROM GRINDING. GRINDIN; PROFILE IN EXCESS OF !° DEPTH SHALL BE REPAIRED BY CONTRACTOR BY METHOD OF GRIND AND OVERLAY AC A MINIMUM OF 2" FOR ALL AFFECTED AREAS. DEBRIS SHALL BE PROMPTLY REMOVED BY Tf-E CONTRACTOR.

9. ALL PAVEIENT LEGENDS SHALL BE Tf-E LATEST VERSION OF Tf-E CALTRANS STENCILS.

10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL BE HIGH VISIBILITY "CONTINENTAL" STYLE AND SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.

11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS INCLUDING BIKE LANE LEGENDS AND ARROWS SHALL BE Tl£RIIOPLASTIC UNLESS OTf-ERWISE SPECIFIED. PREFORMED THrnt.O'LASTIC ARROWS AND LEGENDS SHALL NOT BE ACCEPTABLE.

12. SIZE OF SIGNS SHALL BE BASED U'<N Tf-E RECOMhlENDED SIGN SIZES FOUND IN Tf-E CALIFORNIA MAN.JAL ON UNIFORM TRAFFIC CONTROL DEVICES UNLESS Oll£RWISE SPECIFIED.

13. SIGN POSTS SHALL BE S(AIARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45.

14. WHEN A SIGN IS ATTACf-ED TO A POLE, IT SHALL BE MOUNTED USING A STANlARD CITY OF CARLSBAD APPROVED MOUNTIN; BRAO<ET WITH STRAPS.

15. EXISTING SIGNS REMOVED BY Tf-E CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO Tf-E CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.

16. ALL SIGNS SfllWN ON Tf-ESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY Tf-E CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.

17. CONTRACTOR SHALL COORDINATE SIGN POST LOCATION WITH Tf-E TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.

18. ALL SIGNS AND EQUIPMENT SHALL BE MOUNTED USING!" "BAN) IT" STEEL FASTENER FOR INSTALLATION.

19. ALL NEW AND RELOCATED SIGNS SHALL BE CLEARLY VIS!ll.E, NOT BLOCl<ED BY mt OBSTRUCTION. Tf-E CONTRACTOR IS RESPONS!ll.E TO TRIM OR REMOVE ANY VEGETATION BLOCKING Tf-E NEW AND RELOCATED SIGNS.

I s~1E-1 Cll'l'Y 0 ~I C .A If,( I ,S H .A II) SHEETS
') ( '1 TRAJJSPO-nATIO~ D[PARHvl[N- / _,

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
7~-~RIHClvlA~ rRMJK A.P~RUVUJ
CITY Fl,GIIJFFR RCF 40070 FXP J/30/74 cATF
D'111! DY: CP PRCJECT 1,10. DR!, WING NO. DATE ICJITIAL DATE lfJITIAL DME INITIAL CHKD BY: RS cNGl,EER OF '//ORK REVISION DESCRIPTION JTHER .APPRCVAL CITY /\PPROV/\L RVV\ID BY: Cl 95991 DVVG 539-9 -2 .. _____________________________________________________________________________________________________________________________________________________ ...

TRAFFIC
10/28/22
"' 3
"O
>-
0 N
0 I
:'.i
0 "' C
w
J"
0 "'1
"' 0
0 0
E
0 r---
"' 0
~
0 N
ro
N
6" WHITE DETAIL 39!\ BI KE LAl'E Lif'E

PER CA-MUTCD
FIGURE 3A-112 (CA)
BIKE LANE LINE 8' LENGTH PER PLAN PER CA-t.l.lTCD 1---------1---------------=:::..:.::.:.:c....:..=..:...:.=~------------o-6" WHITE DETAIL 39:\ FIGLR:: 3A-112 (CA)
I
GREEN TRAFFIC PA INT PER PLAN~
(TYPICAL) I ~
/
/
GVTTER_/ /
FACF. CF CUlB _/
-
6" WfUTE_/
DETAIL 39A BIKE LAl'E
INTERSECTl<J-l Llf'E

PER CA-WTCD
FIGI.RE 3A-112 (CA)
DETAIL "A"

CONFLICT STRIPING ADJACENT TO CURB AND GUTTER

NOT TO SCALE
NOTES:
1 . GREEN TRAFFIC PAINT PER SPEC.
. 12'
omN lRAFFIC PAINT. "Zc:::::===~----:~;---,1
SHARED ROADWAY BICYCLE MARKING PER I ~ ■
. "' .
"' CALlRANS STANDARD PLAN A24C. ----""~
-~-~~~--~~-~._.l _ _i_
DETAIL "C"
"GREENBACK SHARROW" PAVEMENT MARKINGS

NOT TO SCALE
NOTES:

1. PAVEMENT MARKINGS SHALL BE CENTERED IN lRAVEL LANE.

2. PAVEMENT MARKINGS SHALL BE SPACED AT 150' INTERVALS PER PLAN.

3. GREEN TRAFF! C PA INT PER SPEC.
@ @
--
ONLY
• • Cl0 0
- --~-
@ @
29"
40"
E 11-1 b ( MOD )
N.T.S.

EXISTING ARROW-PER-LAf'E----.....

Flower Fields
EXISTING TRUSS-.......... I _....--EXISTING
1 ARROW-PER-LAf'E
8' LENGTH PER PLAN
\
6" WHITE
DETAIL 39A BIKE LANE
INTERSECTl<J-l LINE
PER CA-t.UTCD
FIGURE 3A-112 (CA)
\

GREEN TRAFFIC PAINT

PER PLAN
(TYPICAL)

LENGTH PER PLAN
6" ll1-IITE
DETAIL 39A BIKE LAl'E

INTERSECTION LINE

PER CA-MUTCD
FIGLRE 3A-112 (CA)
~ ------------------------------
DETAIL "B"

CONFLICT STRIPING SEPARATED FROM CURB AND GUTTER

NOT TO SCALE
NOTES:

1. GREEN TRAFFIC PAINT PER SPEC.

GUIDE SIGN -.......... GUIDE SIGN
( l
~PR(P()SEI) E11-1b(MOO)
/ 40" X 18"
I
\.
i---b/--'-"-2 ---i---=b/..::c 2--i\_(4) PROPOSED 1/2" HOLES (TYP.) ( 4) PROPOSED 1/2"X2"

ALUMIWI HEX HEAD

BOLTS WITH LOCK NUTS
AND LOCK WASHERS (TYP.)
597J AVENIDA ENCINAS, SUITE 218, ~LS~. CA 92008
PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4

FRONT VIEW
N. T.S.

DETAIL "D"
PROPOSED E11-1b(MOD) ON EXISTING ARROW-PER-LANE GUIDE SIGN

NOT TO SCALE
NOTES:

1. E11-1b(MOD) SHALL BE MOUNTED EQUIDISTANT FROM EXISTING ARROW AND EDGE OF SIGN.

2. E11-1b(MOD) SHALL HAVE CA-MUTCD COMPLIANT RElROREFLECTIVE SIGN SHEETING.

3. E11-1b(MOD) SHALL HAVE 10" TEXT HEIGHT.

SIDE VIEW
N.T.S.
1----+--+---------------l--------l-------l-------lw
~=~===========~==
C II' I' Y O ~' C A If,( I ,s HA II)
TRANSP01TATIO~ D[PARTM[N-

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
-
APFF:OVED Tl IOlvlAS rn."NK
CI-Y EllGll,EER RCE 19J70 E:<P ]/3C/2'1 Ct,E
t----;~c-+-;;-;;c;c;-;-;---t---------------1--------1------+-----I D'111! □ Y: CP DATE ICJITIAL DATE lfJITIAL DME INITIAL RS
R --------1----=---_J_-'---------=-----l CH K D B Y: -
-1-' 0 1'EER EVISION DESCRIPTION 0 ''"" OF '//ORK JTHER .APPRCVAL CITY i,PPROV,~L RVWD BY: [I PRCJECT 1,10.
95991 DVVG 539-9

TRAFFIC

PINE AVE

CARLSBAD BLVD

WALNUT AVE

CARLSBAD BLVD

CHESTNUT AVE

CARLSBAD BLVD

STATE ST

CARLSBAD BLVD

LAGUNA DR

CARLSBADHOME PLANT

CONSTRUCTION NOTES
@ RD«JVE EXISTING Wfl.lCTING STRIPING. STRIPING ON A.C. PAVEIENT 9-IALL BE REMOVED BY GRit'OING. STRIPING ON P .C.C. SHALL BE RD«lVED BY WAlER BLASTING.

G) APPLY 6" WHITE BIKE LAI£ Lil£ PER CA--IIJTffi FIGURE 3A-112 (CA), DETAIL 39. @ APPLY 6" WHITE BIKE LAI£ INTERSECTION LIi£ PER CA-IIJTCD FIGURE 3A-112 (CA). DETAIL 39A. @ APPLY GREEN TRAFFIC PAINT PER DETAIL "A" OR DETAIL "B" ON SI-EET 2.

G) APPLY WHITE 11-ERMCPLASTIC "tEUETED BICYCLIST SYl.f3a.." WllH ARROW PER CA--IIJTCD FIGURE 9C-3 B-1£1.JETED BICYCLIST SYl,fl(l...
@ APPLY WHITE ~STIC SHARED LAI£ MARKING PER CA-t,tJTffi FIGURE 9C-9. @ FrnNISH ANl INSTALL NEW SIGN ON EXISTING STREET LIGHT POLE USING STA~ARD CITY OF CARLSBAD APPROVED MOLt/TING BRACKET WITH STRAPS. BOTTOM OF LOllEST SIGN SHALL BE MINIIIJM 7' FROf.t FINISHED S\KACE. SHIFT EXISTING SIGNS AS 1£CESSARY. SIGNS PER PLAN.

EXISTING SIGNS
STOP
R1-1
CAllSBAD

VILIAGE
STATE~
STREET ~ d)
D1-5A(1)
YOUR
00 VEHICLE SPEED

FEEDBACK SIGN
R1-2(LED)

OCEANSIDE

CARLSBAD AA
VILLAGE~ d)
D1-5A(2)
r:D
~
"CUSTCJ.t A"
R1-5

OCEANSIDE
A. STAlE
~ (I> STREET
D1-5A(3)
~
~
"CUSTOf.t B"
SPEED
LIMIT
25 R2-1(25)
0k)

BIKE ROUTE
D11-1
I[]
(;g
"CUSTo.t c•
SPEED
LIMIT
30 R2-1(30)
0,11- 3
----- ----------
......
28'
SPEED
LIMIT
35 R2-1(35)
W2-6
-- --
EX. W11-2
W16-7P
......

EX. W11-2
W16-7P
...... EX. R1-2(LED) .....____
"CUSTOM A" -............. ......
•'--._ t::.:::

R4-7 R6-4
.....
- -- - ----- --
EX. R1-2(LED)
"CUSTOA A" EX. W11-2
W16-7P
EX. "CUSTCJ.i B"
I I
~1 c,: '
\
1 ,, (24')
EX. R1-1\ I
EX. R2-1(30) \I
-R/W--
(7.5')
~ ( 10')
---
X. R4-7
(24')
I
2 (15.5')
(15.5')
EX. RED CIJlB
- -'-"(6 .5')
(10')
( 10')
EX. D11-1
(8')
(12.5')
(19.5')
EX. W2-6
W13-1P(15)

SPEED FEEDBACK SIGN
116'
r - = ~ - ~ = ~ (10') -~
----- --~~> EX. R4-7 (9.5') 2- (10') 59
= =>=~~ 5 :_ _ \10') _ 1 _ _i,'\ ~( --- ~ 5il - I (l0') (11') ~ (10')
_______ _J(~10~.5~• l'---~============:z:===::::=2= <4.5'l =--Z~- (7 .5' - Iii = 7 7.5' )
EX. ·rusrOM c·
-R/W- --- '\ I ---'--=--=-__,.,.. --- --R/W-.

PROPOSED SIGNS
~ NO MAY USE PARKING
II

FULL LANE
ANY
TIME
NO PED CROSSING R4-11
USE CROSSWAIX-f> (30 X 30)
R7-9 R26A(CA) R49(CA)
15 ~ o.;_,.
,~J.~ ~ V]_ ~ g ~ Q >i
MPH .,.
t:';, "' it
*
W11-2 W13-1P(15) W16-7P
.r1 CIVIi.. ~~
rror ul,,1:1
<t2 I}

DATE IN ITIAL
597J AVENIDI\ ENCINAS, SUITE 218, ~LS~. CA 92008 :::l'slGlr,,, EER OF WORK PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4
R4-11
EX. R26(CA)
= ~ = .. , ., ., = ., = ., = ..,
EX. W11-2 W16-7P
EX. R1-1
(27.5') (27.5')
\
__ (7.5') = !I
IC (11') ~ (10')
i!!!i (7.5') ~ (10')
--=--~~ -----::".s-~•~~~1::..2.'c1~o~·i==~~~ ___ - 6~~ -,s:.-:::::=----~- ; ~~~~ G1~0~·1i: ~0~3~~~~=~:~==== (10') _ (10') _aJ 5
(10') (10') ~ Ii
---~~- (4.5')---------------~.-.- (VARIES)i:=z=====
(7.5') •"' = (7.5')
40 BO 120
I I I
SCALE: 1"=40'
w
Cll'l' Y 0 ~I C .A If,( I ,S H .A.II ) SH EETS
") ( '1 ') TR;\JJSF'O RTATIO~ DCPARTM [ N- ' _,

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
A.J P,O V[ D
M:,/4 ·~
T " CMAS FR MJK
~
CIF El,GINEER RCE 4 9070 EXP 9/~0/24 0.1,c:

DWI, DY: CP PRCJEGT 1,10. DR/, WING NO.

DATE lfJ ITIAL DM E IN ITIAL GHKD BY: RS
REVISION DESCRIPTI JN JTH ER .~PPRCVAL CITY /\P PRO V/\L R\/V\ID BY: [I 9599 1 DWG 539- 9 .2._ ______________________________________________________________________________________________________________________________________________ ..

TRAFFIC

JUNIPER AVE

CARLSBAD BLVD

REDWOOD AVE

TAMARACK AVE

SEQUOIA AVE

CARLSBAD BLVD
4600 CARLSBAD

BLVD DWY

TAMARACK STATE

BEACH DWY

ACACIA AVE

CARLSBAD BLVD
10/28/22
E
0 r---
"' 0
ro
N
-u
0 ~
©
;;
J
.c u
11 I
~ (13') (13') ~
ct:
ru
EX. R1-1
I ""' R 3' 4 -RW----- -
-----1--- --1--- _,,,. "~/0 G G G G G G ll\~ ~=--=--==-f,.~=t=---,,,-eJ.=R/W- ----~ C5' }_____ _ _ _ _ _ ,.t-.::-::........:=-_ (5'} _ ~ (10') (10')
~ (10') (10')
(10') .2r 69 ~-:-====-' 1,p~ ___ _,_,,.-=='==10=·"'-)
- -+----l(f-t10 ·+ - ---1- m BiiJ ( 10 • >
(10'):.___ _________ ~~------------ ~'1.::,.0'.:-)
=========:5')____ • • ~ c7•>-~,i-EX-.- .-cus-n-Mc" -
--- - - -R/W-
-R/W- - - ---

CONSTRUCTION NOTES
@ REMOVE EXISTING CON'LICTING STRIPING. STRIPING Q,l A.C. PAVEi.ENT SHALL BE REl,()VEO BY GRINDING. STRIPING ON P.C.C.

SHALL BE REMOVED BY WATER BLASTING.

G) APPLY 6" WHITE BIKE LANE LINE PER CA-MUTCD FIGUE 3A-112 (CA), DETAIL 39. @APPLY 6" WHITE BIKE LANE INTERSECT!a-1 LINE PER CA-MUTCD FIGUE 3A-112 (CA), DETAIL 39A. @APPLY GREEN TRAFFIC PAINT PER DETAIL "A" OR DETAIL "B" a-I Sf-EET 2. © APPLY WHITE TIERMOPLASTIC "HEU.£TED BICYCLIST SYMl!l..." WITH ARROW PER CA-MUTCD FIGI.RE 9C- 3 B - HELIETED BICYCLIST SYI.IJOL.
@)REAPPLY 6" WHITE DIAOONAL HATCHING AT 45 DEGREES AT 20' SPACH-t3.

EXISTING SIGNS
STOP
Rl-1
R9-3
o.11-3
SPEED
LIMIT
30 R2-1(30)
NO
PEDESlRIAN

CROSSIIG
t.t6-1L
SPEED
LIMIT
35 R2-1(35)
USE~

CROSSWALK
R9-3bP
M6-1R
EX. R1-1
EX. R7-9A
30 ZONE
AHEAD
R2-4(CA)
TRUCK
ROUTE
R14-1
NEXT
2 MILES
W7-3aP
R3-2
.till]

PARKING
ANY
TIME
R26(CA)
w11-2
®
R3-4
NO

PARKING
ANY
TIME
R26A(CA)
L]
~
"CUSTOM C"
~
R3-18
1lQJ PARKIN(
'oDl(l_fS
m r 11111
m r IIIE
!MR 2l' UIIG
R28D(CA)

LIFEGUARD
TOWER
N0.35
"CUSTCli D"
I
(13') (13')
dll! I
·R/W- --- ) CD DD DD ~\" '~ -=-_ "-:=.__----+-----+--_ R/W_ - ---~~-----~ ~-1------------F---------j----
---~<~1~· > ___ = _!1___ _ _ _ (7' )_
(10') (10')
(10') (10')
(10')75 __#.. 76 ~ 77 ---- ,(10') _ ,_ - -==::!:'c:'.:~ (10') ~ (10') -----
(10') ~ (10')
--, 1- 5- ,- (7.5' )-----------=.- .. - ------- - ---- (7.5':
. (8') (8')
c;;::: ~ --~=--::::-- /, ~R~ ~ - - - ..,., -- --- -R/W
EX. R28D(CA)~~ - ~(CA j
R30(CA) ~ R30(CA)---...______ ,. :,,o.

CX)
~
'f
I
EX. R7-9A(~)
W3-1
EX. R9-3
EX. R26(CA)
~/
~\ ____ _/
, R9-3A
~ R9-3bP
~
"-
EX. "ClJSTOM E"
M6-1R EX. Rl-1
EX. R14-1
R7-9A
'fio NOT'
®

ENTER BIKE
LME
R4-7 RS--1 R7-9A
[N.QJ pl.Rl(N;
2:00 AM
TO
5:00 AM
1::=1
~ o.;_,.
,~J.~ ~ VJ. ~ g ~ Q >i .,.
t:,
..,
it ~*
R30(CA) R49(CA) W3-1 .r1 CIVIi. ~~ 1r or c~l"l:i
<t2 I}
EX. R3-4 EX. R7-9A 4
=R/W=- -=--===-.,=-.,~ --- .:......------j---~ ._,;.;;;,;,;,.;,;;,,,,,:.:_;,,,_-=-=f===-=- =-====,j!,,,_iR/Wo=. - (7-'2(2.5' - !!!I • - - - - ~ ~-,
_ (10') _ ~ EX_:_R3-4 _ _ _ ~'(9.5')
(10') (10')
====(2 ' ) , EX. R4-7 EX. R4-7C, " EX R3-18 (l 2.5'
(10') ,21" OM1-3 126 OM1 3 ""-~ ' li7 1~
(10') (10')
(10') (10')
-~-~7~ ( 4.5 • Ji=z=========z========•=z•==========z:=========z:=========z::====< 4.5' ,-<5• 5 • l (8') (7.5')
REX . "CUSTOhl C"--_-::_-::...-_-_------- ~--r--_-:_-:_-:_-::...---_-::_-:_-:_-:_---_=.=.=.-:..--=-~ -R/W- - _j ' - - - - - _r R/W- EX. R30(CA)_j EX. R2-1(35)
--- - ---- - - --- - -R/W-
40 80 120
I I I
SCALE: 1"=40'
I S4 E- 1 Cll'l'Y 0 ~ I C .A If.( I .;:; H .A.II) SHEETS ") ( '1 TR;\JJSF'ORTATIO~ DCP ARH,l[N- , .,

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
-
A~P~WYED
k>?/4·~
T IOl,IA:i IRArl K
J
CITv cl1Gl~EER RCE 19070 EXP, 9 / 30 /21 Ol1T
D 1/✓ ll DY: CP PRCJEGT 1,10. DR /, WING NO, DATE INITIAL D,OTE lfJITIAL DATE INITIAL CHKD B Y: RS "CUSTCN E"
597J AVENIDI\ ENCINAS, SUITE 218, ~LS~. CA 92008 :::I\JClr,,,EER OF WORK REVISION DESCRIPTIJN JTHER .~PPRCVAL CITY /\PPROV/\L R\/V\ID BY: [I 95991 DWG 539- 9 PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4
.2 .. ----------------------------------------------------------------------------------------------------------------------------------------·

TRAFFIC

LA COSTA MEADOWS DR

RANCHO SANTA FE RD

PASEO PLOMO

RANCHO SANTA FE RD
.................
..........................
.....................
.....................
..............................................
.................................................................................... ....................................................... ............................................................................ ................................................................................. ......................................
.......................
...
................
10/28/22
E
0 ro
"' 0
~
0 N
ro
N
~
©
;;
J
.c u
II I

CONSTRUCTION NOTES
@ REl.«lVE EXISTING C01"1.ICTING STRIPING. STRIPING 00 A.C. PAVEMENT SHALL BE REMOVED BY SR!t-lJING. STRIPING CJ'l P.C.C. SHALL OC REMOVED BY WATER ILASTIIIG.

G)AIRY 6" 11-!ITE BIKE LAtE: LHE PER CA--WHD FlllJRE 3A-112 (CA), IBAIL 39. @APPLY 6" WHITE BIKE LANE IITTERSECTIOO LINE PER CA--WTCD FIGURE JA-112 (CA), DETAIL 39A. @ APPLY !REN TRAFFIC PAINT PER DETAIL "A" OR DETAIL "B" CJ'l SHEET 2. © APPLY 111-HTE TfERMOPLASTIC "t£LMETED BICYCLIST SYt.llOI..." WITH ARROW PER CA-MUTCD F!GlR::. 9C-3 B-t£LIETED BICYCLIST SYMBOL.
@FUlNISH 00 INSTALL NEW SIGN AND POST. BOTTo.i OF LOWEST SIGN SHALL BE MIN!t.t.M 7' FROM FINISl£0 SURFACE.

SIGN POST SHALL OC SQUARE PERFORATED STEEL TUl!IIG WITH BREAKAWAY BASE PER SAN DIEGO REGI(},IAL STANDARD DRAWING IH-5.
@REAPPLY 6" WHITE DIAG(},IAL HATOiING AT 45 DEGREES AT 90' SPACING. @APPLY WHITE PAINT "HEU.£TED BICYCLIST SYMBOL" WITH ARROW PER CA-t.lJTCD FIGIH: 9C-3 B-t£LMETED BICYCLIST SYl8lL.

PROPOSED SIGNS
BEGIN
RIGHT l\JRN LANE
t:?

YIELD TO BIKES
R4-4
(36 X 30)

EXISTING SIGNS
STOP
R1-1
Of-IE WAY>ll
R6-1(R)
Q
"BUS SIGN"
SPEED
LIMIT
55 R2-1(55)
® BIKE
WE
R7-9A
!3@4
"BUS PLACARD 304"
RIGHT
TURN
ONLY
R3-5(R)(MOO)
@
M0 \
BIKE
R7-9A(MOD)

RIGHT LANE
MUST

TURN RIGHT
R3-7
W3-3
-
- --R/W- -
----
I
I
I
-----
EX. R2-1 (55)
----------
~ ~
"' "' - -- -
-✓------,~--
--
I f
EX. R7-9A(MOO)
EX. R3-7
~ 11,f,_,.
,~J.~ ~ ri_ ~ g ~ Q >i .,.
t:;, "" it
* .r1 CIVIi. ~~
rror c~l,,i:.
<t2 I}
597J AVENIDI\ ENCINAS, SUITE 218, ~LS~. CA 92008
PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4
-- ----- -----
--R/W----------------
OCGINNING CJ' BRI~E DECl<ING
--
----
-
-------- ----
40 40 120
I --1
SCALE: 1 "=40'
w
Cll'l'Y 0 ~ I C A If.( I ,S H A II) SHEETS
'·J I ·1 7 TRAJJSPO;T ATIO~ D[PARH,l[N- ,, .,

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
-
APFf:OVED
/4, ~~ Tl IOl,IA:c !RANK
7 CI-Y El,Gll,EER RCE 19J70 EXP.9/30/21 C/\T:=:

D\//1! GY: CP PRCJEGT 1,10. DR/, WING NO. DATE INITIAL DATE lfJITIAL DME INITIAL CHKD BY: RS :::I\IGl~EER OF WORK REVISION DESCRIPTIJ N JTHER .~ PPRCVAL CITY /\PPROV/\L R\/VVD BY: [I 95991 DVVG 539- 9 .2 .. ----------------------------------------------------------------------------------------------------------------------------------------·

TRAFFIC

RANCHO SANTA FE RD

SAN ELIJO RD

PASEO PLOMO

MAINTENANCE DWY
.................
..........................
.....................
.....................
..............................................
.................................................................................... ....................................................... ............................................................................ ................................................................................. ......................................
.......................
...
................
.......................
...
................
10/28/22
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EXISTING SIGNS
STOP
R1-1

RIGHT LANE
MUST

TURN RIGHT
R3-7
®
~
BIKE LA~
R7-9A(MOO)
Lea.'IJing
Carlsbad
"CUSTClt G"
SPEED
LIMIT
45 R2-1(45)
R4-7
Cltl-3

NO PARKING

OF OVERSIZED

VEHICLES OR

TRAILERS
ALL CITY SmEET8 II,
CITY PARl<IN'3 LOTS
CJVERSIZED VEHICLEe EXCEEDING
22FEETIN ~C'Tll C:t=I
7 FEET IN HEI.HT
AND 7 FEET tol WID'Tli
-""" PR<1HIBITED
Ellc:EPTIJYFBWIT
P!a<U'TJUJ<NIMD\IM!MO
""""""UTLITY""Hl"'-"'"-P'T
-----#--
·cusTot.t H"
SPEED
LIMIT
55 R2-1(55)
111 ONE WA(>[I
R6-1 (R)
•
"IJJS SIGN"

CONSTRUCTION NOTES
R3-2
® BIKE
~
R7-9A
16(0)4
"BUS PLACARD 604"
13@4
"BUS PLACARD 304"
@ REIIJVE EXISTING CCN'l.lCTING STRIPING. STRIPING ON A.C. PAVEIENT SHALL BE REMlVED BY GRINJING. STRIPING ON P.C.C. SHALL BE REMOVED BY WATER BLASTING.

G) APPLY 6" WHITE BIKE LANE LINE PER CA-t.UTCO FIGURE 3A-112 (CA), DETAIL 39. @ APPLY 6" WHITE BIKE LANE INTERSECTION LINE PER CA-t.UTCO FISLl<E 3A-112 (CA), DETAIL 39A. @ APPLY GREEN TRAFFIC PAINT PER DETAIL "A" OR DETAIL "B" ON SHEET 2. (D APPLY WHITE THERt.tOPLASTIC "HELIETED BICYCLIST SYtm..." WITH ARROW PER CA-IIJTCO FIGI.J<E 9C-3 B - HELt.tETED BICYCLIST SYt.tBCL.
(jJ) FIBNISH NO INSTAU.. NEW SIGN ANl POST. BOTTOt.t OF LOWEST SIGN SHALL BE MINIIIM 7' FROM FINISHED SURFACE.

SIGN POST SHALL BE SQUARE PERFCfiATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING IH-5.
@ REAPPLY 6" WHITE DIAGONAL HATCHING AT 45 DEGREES AT 90' SPACING.

EX. "CUSTOt.t H"
R7-9A(MOO)
203'
I
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~
.......
0::

I
~
. -N
~
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~ ~ ~
. .
0 0 0
- -
N
--r ~ ~
t
'------- --

PROPOSED SIGNS
BEGIN

RIGHT TURN LANE
r:?

YIELD TO BIKES
R4-4
(36 X 30)
-----" EX. R3-7 __ -- --~ -----~ -
- ---------------------------------------~. R3-
------- -----------------------
- -
~ 11,f,_,.
,~J.~ ~ ri_ ~ g ~ Q >i .,. r:, "" it
* .r1 CIVIi. ~~
rr or c~l,,i:.
<t2 I}
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PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4
--- --
EX. R3-7
~ 1•=40•
--........ ~., it!: L:___

DATE INITIAL
cNGl,EER OF '//ORK REVISION DESCRIPTION
I S6E~ I Cll'l'Y 0 ~I C A If-( I ,S H A II) SHEETS
)I] TR;\JJSPO-nATIO~ D[PARTM[N-

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
APPROVED /,,_ - ,6 ~ IHOMAS f~A'IK
✓ '
CITY rnmJFF'l - R(T 4,070 FXP.0/"l0/74 O,'\TF
D'111! GY: CP PRCJEGT 1,10. DR!, WING NO.

DATE lfJITIAL DME INITIAL CHKD BY: RS
JTHER .APPRCVAL CITY /\PPROV/\L R\/VVD BY: [I 95991 DVVG 539-9 .2 .. ----------------------------------------------------------------------------------------------------------------------------------------·

TRAFFIC

RANCHO SANTA FE RD

AVENIDA SOLEDAD

FIRE STATION DWY
.................
..........................
.....................
.....................
..............................................
.................................................................................... ....................................................... ............................................................................ ................................................................................. ......................................
.......................
...
................
.......................
...
................
10/28/22
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CONSTRUCTION NOTES
@ REMOVE EXIST!t-13 ClN'l..lCTING STRIPit-13. STRIPING ON A.C. PAVEIENT SHALL BE REMOVED BY GRit{)!NG.

STRIPING ON P.C.C. SHALL. EE REMOVED BY WATER EUSTING.

CD APPLY 5• WHITE Bll<E LANE Lit£ PER CA-wrco FIGLl<E 3A-112 (CA), DETAIL 39. @ APPLY 6" WHITE Bll<E LAI£ INTERSECTION Lit£ PER CA-WTCD FIGLl<E 3A-112 (CA), DETAIL 39A. @APPLY GREEN TRAFFIC PAINT PER OCTAIL "A" OR DETAIL "B" ON Sl£ET 2.

G) APPLY MUTE Tl£RMCRASTIC "fEUETED BICYCLIST SOOOL" WITH Aimil PER CA-IIJTCD FIGU<E 9C-3 B - f£Lt.£TED BICYCLIST SYl,flQL,
(jJ) Fl.llNISH AND INSTALL t£W SIGN AND POST. BOTTOM CF LOWEST SIGN SHALL EE MINlt.u.t 7' ~ FINISHED SLl<FACE. SIGN POST SHALL EE SCUARE PERFORATED STEEL TLBING WITH BREAKAWAY BASE PER SAN DIEGO REGICWJ... STAI-OARD DRAWING M-45,
@ Fl.llNISH AND INSTALL t£W SIGN ON EXISTING POST. BOTTOM OF LOWEST SIGN SHALL EE MINII.W 7' FROM FINISHED SURFACE. SHIFT EXISTING SIGNS AS t£CESSARY. SIGNS PER PLAN. INSTALL 1£11 SIGN POST AS t£CESSARY. SIGN POST SHALL EE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STOOARD DRAWING M-45.
@REAPPLY 6" WHITE DIAroNAL HATCHING AT 45 OCGREES AT 90' SPAClt-13.

EXISTING SIGNS
SPEED
LIMIT
55 R2-1(55)

NO PED CROSSING
<?USEll!OSSWAU(
R49(CA)
N-1(CA)
®
R3-4
W3-3
"BUS SIGN"

RIGHT LANE
MUST

EMERGENCY SIGNAL
AHEAD
W11-12P
® Bil<E
LME
R7-9A
OM1-3

PROPOSED SIGNS
BEGIN

RIGHT TURN LANE
r:?

YIELD TO BIKES
R4-4
(36 X 30)
55 EX. "BUS SIGN"
"BUS PLACARD 304'
' BUS PLACARD 604'
-
I
3::
0:::

I
-
I I
-
= = = = =
OM1-3 __
~ =
~ ~
n IN
- -~ ~
~
54 - ~ EX. R4-7
JJ="-'>- - - I
.if = = = = = =
= =
~ I~
:~ EX. R3-7 \ I
l
\
~
0 "' I
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t~J.~ ~ vi ~ g ~ Q >i .,.
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rror ul,,1:1
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DATE INITIAL
597J AVENIDI\ ENCINAS, SUITE 218, ~LS~. CA 92008 :::l'slGlr,,,EER OF WORK PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4
j
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-
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= = I = = = =
= = = =
=
EX. R4-7
N-1 (CA)
-,= ?'
EX. R3-7
53 - I
EX. ,,_J 1~•~• R
OM1 -3 - --
= = = .....

Id~~
I / 136' 2 --I EX. R4-7
N-1(CA) EX. "BUS SIGN"
"BUS PLACARD 304"
EX. R4-7
~
N-1(CA)
If

REVISION DESCRIPTIJN
DATE
( 11 ')
EX. R7-9,A.
-::___--=-=:-=J=R/W~ .. <i== -
::::; 52•~ r ~ =--
(11·, 64'~ (VARIES)
◄ (8'){2'): ::
(11')
{11')
-----------------------------------------_,..,..,....... - $ ( 10' )... --+-- ~r> ~-~(I/ARIES) 50t- _
(8') I - =· ':":==-c.'~-
(10.5') (~')
(11') {11')
(11') I 11' - - :::::;:============== (fa11n') l.'. - ::;:: 8'1( 3') ~ ··- --~
I S'1~E- 1 Cll'l'Y 0 ~ I C A If,( I ,S H A.II) SHEETS
") ( '1 TP,/IJJSF'O; TATIO~ D[P A~TM[N- ,. .,

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
/1,~P,OV[D
/4::t '~
T '101,IAS FRN!K
✓
CITV ]1Gll,EER RCE 49070 EXP.9/30 /2 4 □ AC:

D'111, DY: CP PRCJEGT 1,10. DR/, WING NO. lfJITIAL DME INITIAL CHKD BY: RS JTHER .~PPRCVAL CITY /\PPROV/\L R\/V\ID BY: [I 95991 DWG 539- 9 .2._ ______________________________________________________________________________________________________________________________________________ ..

TRAFFIC

RANCHO SANTA FE RD

CAMINO JUNIPERO
.................
..........................
.....................
.....................
..............................................
.................................................................................... ....................................................... ............................................................................ ................................................................................. ......................................
.......................
...
................
.......................
...
................

PASEO CAPUCHINA
10/28/22
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CONSTRUCTION NOTES
@ REhlOVE EXISTING CON'LICT!f-13 SlRIPING. SlRIPING 00 A.C. PAVEJ,ENT SflALL BE REMOVED BY GRil'()ING. SlRIPING 00 P.C.C. SHALL BE REMOVED BY WATER BLASTING.

G) APPLY 6" WHITE BIKE LAtE LINE PER CA-t,UTCD F!Gll<E JA-112 (CA), DETAIL 39. @APPLY 6" WHITE BIKE LAtE INTERSECTION LINE PER CA-1,lJTCD F!Gll<E JA-112 (CA), DETAIL 39A. @APPLY GREEN lRAFFIC PAINT PER DETAIL "A" OR DETAIL "B" 00 SHEET 2. © APPLY WHITE THERMOPLASTIC "HELMETED BICYCLIST SYMBOL" WITH ARROW PER CA-MUTO) FIGUlE 9C-3 B - HElMcTED BICYCLIST SYMBOL.
@ FURNISH AN) INSTALL NEW SIGN ON EXIST!f-13 SlREET LIGHT POLE USif-13 STANJARIJ CITY OF CARLSBAD APPROVED MW-ITING BRACKET WITH SlRAPS. BOTTOM OF LOWEST SIGN SHALL BE MINil.l.M 7' FRO.l FINISl-£D SlKACE. SHIFT EXIST!f-13 SIGNS AS NECESSARY. SIGNS PER PLAN. (jJ) FURNISH AN) INSTALL NEW SIGN AND POST. ~TTOM OF LOWEST SIGN SHALL BE MINit.Uit 7' FROM Fli'IISl-£D SUlFACE. SIGN POST SHALL BE SQUARE PERFORATED STffi 1\IIING WITH BREAKAWAY BASE PER SAN DIEGO REGICl'<AL STANJARIJ mAWING M-45.
@) APPLY "GREEN3ACK" SHARED LANE MARKING PER DETAIL "C" ON SHEET 2. @REAPPLY 6" WHITE DIAGO-JAL HATCHING AT 45 DEGREES AT 90' SPACING. -I
I
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I I I I I I
._ /
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EXISTING SIGNS
SPEED
LIMIT
45 R2-1(45)
®
~
BIKELAf-E
R7-9A(tm)
SPEED
LIMIT
55 R2-1(55)
., TURNING

VEHICLES
~TO~
R10-15(L)
Q
OM1-3 "BUS SIGN"
- - -R

RIGHT LANE
MUST

TURN RIGHT
R:3-7
W:3-3
!6@4
"BUS PLACARD 604"
!3@4
"BUS PLACARD 304"
R4-7
W74(CA)
rt{/
Trail~
"TRAIL SIGN" (R)
I I
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--
T
l

I I I I
I I I
EX. "BUS SIGN"
"BUS PLACARD 304"
2 148'
(TYP.)
63'
-- -- --
597J AVENIDA ENCINAS, SUITE 218, ~LS~. CA 92008
PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4
-- ----- ----- -----3 100 -- ---
C II' I' Y O ~' C A If,( I ,s HA II)
TRANSP01TATIO~ D[PARTM[N-1------------+---+--------+------+-------+-------< w ~-----------
AJP~OVED
c11v c11c11,EER
i----c~c-t-=-------t----------------t----------1------t--------1 D'111! GY:

DATE INITIAL e---DA_T_E _lf_JIT_IA_L +-D_M_E~_IN_ITI_AL_, CHKD BY:

REVISION DESCRIPTION JTHER .~PPRCVAL CITY .'PPROV.~L RVWD BY: cNGl,EER OF '//ORK

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
~/4-~
T -iot,IAS FRAr,K
CP
RS
[I
_,
RCE 49070 E:<r 9/30/ 24 □ A-E
PRCJEGT 1,10.
95991
DR!, WING NO.

DVVG 539-9
.2 .. ----------------------------------------------------------------------------------------------------------------------------------·

TRAFFIC

RANCHO SANTA FE RD

PASEO LUPINO

RANCHO SANTA FE RD

VIA CAMPANILE

VIA MERCATO
.................
..........................
.....................
.....................
..............................................
.................................................................................... ....................................................... ............................................................................ ................................................................................. ......................................
.......................
...
................
.......................
...
................
10/28/22
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CONSTRUCTION NOTES
@ REMOVE EXISTING C<Xfl.ICTING STRIP!t-ll. STRIPING ON A.C. PAVEt.£NT SHALL BE REMOVED BY GRINJING. STRIPING ON P.C.C. SHALL BE REL«l\lED BY WATER BLASTING.

G) APPLY 6" WHITE Bil<E LANE LIIIE PER CA-WTCD FIGLR: 311-112 (CA), DETAIL 39. @ APPLY 6" WHITE Bil<E LANE INTERSECTION LIIIE PER CA-WTCD FIGLR: 3A-112 (CA), DETAIL 39A. @ APPLY GREEN TRAFFIC PAINT PER DETAIL "A" OR DETAIL "B" ON SIEET 2. @ APPLY M-IITE TI-ERM<FI_ASTIC "f£Lt.£TED BICYCLIST SOOCl." WITH NlROW PER CA-WTCD FIGUlE 9C-3 B - I-ELICTED BICYCLIST SYIBl..
@ FLl<NISH 00 INSTALL IIEW SIGN ON EXISTING STREET LIGHT POLE USING STOOARD CITY OF CARLSBAD APPROVED WJNTING BRAO<ET WITH STRAPS. BOTTOM OF LOWEST SIGN SHALL BE MINIMLt.t 7' FROM FINISHED Sl.WACE. SHIFT EXISTING SIGNS AS IIECESSARY. SIGNS PER PLAN.
(jJ) FLl<NISH 00 INSTALL IIEW SIGN 00 POST. BOTTOM CF LOWEST SIGN SHALL BE MINIMLt.t 7' FROM FINISHED SlllFACE.

SIGN POST SHALL BE S0JARE PERFORATED STEEL TUB!t-.G WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STOOARD DRAW lt-.G t.t-45.
@ REAPPLY 6" WHITE DIAGONAL HATOiING AT 45 DEGREES AT 90' SPACING.

EXISTING SIGNS
SPEED
LIMIT RIGHT LANE ®
NO
55 MUST PARKING
rR0 ANY
TURN RIGHT Bil<E WE TIME
R2-1(55) R3-7 R4-7 R7-9A(l.«XJ) R26(CA)
W3-3 W11-2 W74{CA)(R) OM1-3
Q
15©4
~ 111
"BUS PLACARD 604"
13@4 ~Trail Trail~ 8 "BUS PLACARD 304"
"BUS SIGN" "TRAIL SIGN" {L) "TRAIL SIGN" (R)
--4 267' 1
-
m -
-----
EX. R3-7

PROPOSED SIGNS
BEGIN

RIGHT TURN LANE
r:?

YIELD TO BIKES
R4-4
(36 X 30)
~ 11,f,_,.
,~J.~ ~ ri_ ~ g ~ Q >i .,.
t:, "" it
* .r1 CIVIi. ~~
rr or c~l,,i:.
<t2 I}
597J AVENIDA ENCINAS, SUITE 218, ~LS~. CA 92008
PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4
~R/W---.
---------------========----==
-
-
40 BO 120
I I I
SCALE: 1"=40'
I Sg E- 1 Cll'l'Y 0 ~ I C A If.( I ,S H A II) SHEETS
'J I '1 TRAJJSPO;T ATIO~ D[PARH,l[N- ,, .,

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
-
APFF:OVED
/4, ~~ Tl IOl,IA:c !RANK
7 CI-Y El,Gll,EER RCE 19J 70 EXP 9/30/2'1 C/\T:=:

D'111! GY: CP PRCJEGT 1,10. DR!, WING NO. DATE INITIAL DATE lfJITIAL DME INITIAL CH KD BY: RS cNGl, EER OF '//ORK REVISION DESCRIPTION JTHER .~ PPRCVAL CITY /\PPROV/\L R\/VVD BY: [I 95991 DWG 539- 9 .2 .. ----------------------------------------------------------------------------------------------------------------------------------------·

TRAFFIC

RANCHO SANTA FE RD

LEVANTE ST

LA COSTA AVE

VIA IRISCORTE TRADICION

DEHESA CT
.................
..........................
.....................
.....................
..............................................
.................................................................................... ....................................................... ............................................................................ ................................................................................. ......................................
.......................
...
................

CVS DWY
10/28/22
E
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CONSTRUCTION NOTES
@ REMOVE EXISTING ~FLICTING STRIPING. STRIPING ON A.C. PAVDENT SHALL EE REMOVED BY GR!t-OING. STRIPING ON P.C.C. SHALL EE REMOVED BY WATER BLASTING. (j) APPLY 6" WHITE BIKE LANE LINE PER CA-~CD Fl~ 3A-112 (CA). DETAIL 39. @ APPLY 6" WHITE BIKE LANE INTERSECTION LINE PER CA--t.lJTCD Fl~ 3A-112 (CA). DETAIL 39A. @ APPLY GREEN TRAFFIC PAINT PER DETAIL "A" OR DETAIL "B" ON Sl£ET 2. © APPLY WHITE Tl£RMOPLASTIC "IELl,ETED BICYCLIST SYfill..." WllH ARROW PER CA--WTCD FIGURE 9C-3 B - 1£LIETED BICYCLIST SYlllQ.

EXISTING SIGNS
STOP
R1-1
ONE WAY>II
R6-1(R)
W9- 1
SPEED
LIMIT
45 R2-1(45)
® BIKE LANE
R7-9A
W73A(CA)(L)
SPEED
LIMIT
50 R2-1(50)
TURNING ,.

VEHICLES
W°To~
R10-15
OM1-3
RIGHT
LANE
MUST
TURN
RIGHT
R3-7(t,«x>)
OVER 7 TONS
G.V.W.R.

R200-1
Pork
~
"aJSTOM l(L)"
I
R4-7
[NQ]

PARKING
ANY
TIME
R26(CA)
"ElJS SIGN"
0E)

MAY USE

FULL LANE
R4-11
~1~r
R61-17(CA)
13©4
"BUS PLACARD 304"
RS-2
W2-2
/I/ I I /I . /
EX. R2-1(50)~ 11 I I ,; _,_ ,I I I~
t:5 ::- ::- ~ .,, f1:-- l=-- 1-- I

I I I I
l I I
I d,; I I
· ~ri I r ,
I I I ~ I
I I I ,'. I
I I Iii I
' 11 ~ ::1\
- I I I
: : j' :=tjr-: I ~ ~ le I I:-- \_
I- 1- - ,_ -- - - I I -:- ' "? -;... I Cl Cl Cl ;,, "? -;... -;... I I~ EX. "llJS SIGN" <O I O .,.... ,-- ..... .....,_ 0 ..... .,.... I •1:1115 PLA"'"" 304• ----~ .---r DU l.d'lnlJ ( I,~ ~ l ,.Jl IH~-<R 59'
► "' I I 238' R,-..,~
I I
I I
j
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I
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I~~ I~ I:--~~
I
~
"' ~1~1~, ~
I - - on • ';....';....";.-1 r,,....-.,.... -;,.o co _ ..... .,.... .,.... __ 0 - - - -- -- -- ---, - - I
T

I I I I
EX. "BUS SIGN"
"BUS PLACARD 304"
• I ,,,_

I I I I
2' R
'
~ I I I I ~ 40 BO 120
_._j I I I ct: ~ ~ l SCALE: 1"=40'
1---------+---+--------+------+-------t------1 LJLJ ::==::::'__':============-=== C II 'I' Y O ~' C A If,( I ,s HA.II)
TRANSP01TATIO~ D[PARTM[N -
597J AVENIDI\ ENCINAS, SUITE 218, ~LS~. CA 92008
PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4

DATE INITIAL
:::l'slGlr-,EER OF WORK REVISION DESCRIPTION
DATE lfJITIAL DME INITIAL
JTHER .~PPRCVAL CITY /\PPROV/\ L

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
APFROVEO I HOl,IAS f RM! K
D'111! GY: CP
CHKO BY: RS
RVWD BY: C: l
PRCJEGT 1,10.
95991
DR/, WING NO.

DVVG 539- 9

TRAFFIC

RANCHO SANTA FE RD

CVS DWY

RANCHO SANTA FE RD

CAMINO DE LOS COCHES
.................
..........................
.....................
.....................
..............................................
.................................................................................... ....................................................... ............................................................................ ................................................................................. ......................................
.......................
...
................
10/28/22
~
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CONSTRUCTION NOTES
@ REMOVE EXISTING CORICTING STRIPING. STRIPll'l; ON A.C. PAVEMENT SHALL BE REM0I/ED BY GRHOING.

STRIPING ON P.C.C. SHALL BE REMOVED BY WATER BLASTING.

CD APPLY s· WHITE BIKE LANE LU£ PER CA-WTCD FIGURE 3A-112 (CA). DETAIL 39. @ APPLY 6" WHITE BIKE LANE INTERSECTION LUE PER CA-IIJTCD FIGURE 3A-112 (CA), DETAIL 39A. @APPLY GREEN TRAFFIC PAINT PER DETAIL 'A" OR DETAIL 'B" ON SHEET 2. © APPLY WHITE TI-ERl,llPLASTIC "1£LMETED BICYCLIST svm..· WITH ARROW PER CA-MUTCD FIGI.JlE 9C-3 B - HEU£TED BICYCLIST SYIIJOL.
@ FURNISH AND INSTALL to SIGN AND POST. BOTTo.t OF LOWEST SIGN SHALL BE MINIIIJM 7' FROM FINISI-ED SIJ~ACE. SIGN POST SHALL BE SQUARE ~ORATED STEEL Tl.BING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING t,t-45.

EXISTING SIGNS
STOP
R1-1

RIGHT LANE
MUST

TURN RIGHT
R3-7
o.t1- 1
SPEED
LIMIT
40 R2-1(45)
R4-7
0M1-3
SPEED
LIMIT
50 R2-1(50)
® BIKE
LAt£
R7-9A

LA COSTA
CANYON
~IGH SCHOOi
<:==
"C.\JSTOM J"
R3-4
[NQj

PARKING
ANY
TIME
R26(CA)
Q
'BUS SIGN"
RIGHT
TURN
ONLY
R3-5(R)(MOD)
W3-3
13©4
"BUS PLACARD 304"
-R/W
-
-
152
I
-- -- - -
(7.5')
( 12')
- - -
(10.5')
- - -
( 11 ')
( 14') 151 I I
( 10.5')
( 11 ')
c~1.5J L

PROPOSED SIGNS
BEGIN
RIGff l\JRN LANE
r:?

YIELD TO BIKES
R4--4
(36 X 30)
--
EX. R4-7
OM1-3
I
.... !!II
1:5
67'CD--i
- -
/! !'\.

Iii=
= = =
= = = = =
\
I
EX. R7-9A I -.---
I
EX. R2-1(40)
I
I
EX. W3-
I I
i I I
. .0
-
199'CD--i
- - R/W--- - - - - -- --
/I "
= I I (7') - (7') =
= ( 11 ') ( 11 ' )
= - - - - - -
= ( 11 ') ( 11 ' )
= - - - - - -
= ( 11 ') (11')
= (10') 149= -6' l.u! -6' ~
~
147 ( 14') ,~ (r I (4')
I
= EX. R4-7 (10' ) (10')
~ ~~-=-~ (11') (11')
=-= (11') (11')
= --;;;;;·,-----;;c----=-:---c1 .5' i--------------~ c1.5' i- j
I
j
I
j
- ~----
I
I
I fX. R26(CA)
--L
EX. R3-7
597J AVENIDI\ ENCINAS, SUITE 218, ~LS~. CA 92008
PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4
--- - -R/W--
1s~1E1E-1 Cll'l'Y 0~' CAlf-( l,~HA.11)
1--------+--+----------------+------+-----+------1 TR;\JJSF'ORTATIO~ D[PARH,l[N- 1--------+--+----------------+------+-----+------1

APPROVED
CITY rnmffE'I
1-----~ c--1- ~~+----- ------------t---~--+-----+------1 D 1/✓ ll GY:

DATE INITIAL e---D._AT_E _ l_fJI_TIA_L--+-- _DA_T_E ~I_NIT_IA_L___. CHKD B Y:
cNc1, EER OF WORK REVISION DESCRIPTIJN JTHER .APPRCVAL c1n .'.PPROV,\L RVWD BY:

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
7 RCE ·19070 EXP.9 /3 0/2~ D,\TE
CP
RS
[I
PRCJECT 1,10.
95991
DR/, WING NO.

DWG 539- 9
.2 .. ----------------------------------------------------------------------------------------------------------------------------------------· .....................................................................................

TRAFFIC

LOS COCHES VILLAGE DWY

RANCHO SANTA FE RD

CALLE BARCELONA

RANCHO SANTA FE RD
.................
..........................
.....................
.....................
..............................................
.................................................................................... ....................................................... ............................................................................ ................................................................................. ......................................
.......................
...
................
.......................
...
................
10/28/22
E
0 "' "' 0
ro
N
-u
0 ~
©
;;
J
_c
u

CONSTRUCTION NOTES
@REMOVE EXISTING CotfLICTING STRIPING. SlRIPING ON A.C. PAVE~T SHALL BE REMOVED BY fuRINDING. STRIPING ON P .C.C. SHALL EE REMOVED BY WATER BUSTING. (DAPPLY 6" WHITE BIKE LW: Lit£ PER CA-MUTCD F!Glff: 3A-112 (CA), DETAIL 39. @ APPLY 6" WHITE BIKE LW: INTERSECTION Lit£ PER CA--IIJTCD F!Glff: 3A-112 (CA), DETAIL 39A. @APPLY GREEN lRAFFIC PAINT PER DETAIL "A" CR DETAIL "B" ON SfEET 2. © APPLY WHITE ll£RMDPLASTIC "t-ELEED BICYQ.IST SYl,ll(L" WITl:t ARROW PER CA--IIJTCD F!CfflE 9C-3 B - 1£LMcTED BICYQ.IST SYl.l30l.. @FUlNISH Mil INSTALL t£W SIGII Mil POST. BOTTOM OF LOWEST SIGN SHALL BE MINIMLM 7' FROM FINISIED SLWACE. SIGII POST SHALL BE SQUARE PERFCRATED STffi MING WITH EIOKAWAY BASE PER SAN DIEGO REGIONAL STAt-OARD DRAWING t.t-45. @) APPLY "!HENBACK" SHARED LAt£ MARKING PER DETAIL •c• ON Sl£ET 2. 2' R
EX. R14-1(MOD)J
R7-9A l
I
I I I
(\,J;, EX. "BUS SIGN"
'BUS PLACARD 304'
=
I I
-:EX. R7-9A
I ' I I ,_ ! ,_
--- - ----;::: I-...-~ I"? 0~01-... 1"'? i;; _ .......... o __ ............... e I - - ..- - 1- - ~ - - -
R/W-
(7.5') ________ - _!!I ___ __:'=:______,,!!1~111'..__ __________ -----; - ( 18') '1
R ""'
-1- ___ _ , __ _
~ _y
(VARIES)
(9.5' -) -
t---- - - ~-(10.5') - ---+-
(10') (7')
( 11 '}
<:=a (10.5')
9 10 -----+- -< {f' 11 ( 11') 12◊
' ---1 I (3 . .5' ) ___ --:::_---=-==_==_=~~ --
-m
►
~~~ 4--+------+ &.(a~· }::i====i=====:t=======:b==f==-=:L• ======~:i=---~L.._=-=-=--=---=---==__r--------c:~_-:\ II ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~I~ ~ ~ ~ ~ ~ ~ a t:r~ ---le~ EX. SR4--1 (-CA)- - _EX. W3-1~;w. , 147' R 15 4 1\ 1 I ffi\ - /
( 110' 1 EX. R3--7(MOO) EX. R4-7 <!~ I ~
--R/W-
EX. R2-1(50)\ N-1(CA) I .,.

R7-9A \I I I ~-
~ :.--1:.-- 1~~s:; j ~ ~ l- ~ ,.... ..... ..... •;.,, . . . I ,-. .- .- ..... _o N o _ --- ..... (',,I .....
- - - 1~
EX. "BUS SIGII"
"BUS PLACARD 304"
"BUS PLACARD 604"
le
I
I I
I I
I I
I
I

EXISTING SIGNS I
~
SPEED
LIMIT
45 R2-1(45)
® BIKE LAI\E
R7-9A
W3--3
SPEED
LIMIT
50 R2-1(50)
TRUCK
ROiTE
R14-1(MOD}
W16-5P
R3-4
OVER 7 TONS
G.V.W.R.

R20D-1
W74(CA}

RIGHT LANE
MUST

TURN RIGHT
R3--7
~

BICE PAI-I
NO
IIOlll!
l'ElllllS
"' """"""' IICWllS
R44A(CA)
mn-3
RIGHT
LANE
MUST
TURN
RIGHT
R3--7(t.m)
S1-1
N-1(CA)
R4-7
SCHOOL
SPEED
LIMIT
25 SR4-1(CA)
Pork
s>
'CUSTOM I(R)'
R5-2
W3-1
ISM
·eus PLACARD 604"
13M
"BUS SIGN" 'BUS PLACARD 304"

PROPOSED SIGNS
BEGIN
RIGff TURN LANE
r:?

YIELD TO BIKES
R4-4
(36 X 30)
~ o.;_,.
t~J.~ ~ V]_ ~ g ~ Q >i .,.
t:J "' • * .r1 CIVIi. ~~
rror ul,,1:1
<t2 I}
597J AVENIDI\ ENCINAS, SUITE 218, ~LS~. CA 92008
PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4
3::

If
I

DATE INITIAL
:::l'slGlr,,,EER OF WORK REVISION DESCRIPTIJN
a::

DATE lfJITIAL
JTHER .~PPRCVAL
EX. S1-1
W16-5P
R7--9A

DME INITIAL
CITY /\PPROV/\L
w
Cll'l'Y 0 ~I C .A If-( I ,S H .A.II) SHEETS
") ( '1 ' TR/IJJSF'ORTATIO~ DCPARTMCN- ,. _,

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
APFROVEO ~ ~,4. ~
I HOl,IAS f RMJK
~
(I-Y Fl,GIIWFR Rc:F 4gJ7Q FXP 1 /.,c/? 4 ~AF
D'111, DY: CP PRCJEGT 1,10. DR/, WING NO.

CHKD BY: RS
R\/V\ID BY: [I 95991 DWG 539-9
-2 .. ----------------------------------------------------------------------------------------------------------------------------------·

TRAFFIC

CAMINO ALVARO

RANCHO SANTA FE RD

OLIVENHAIN RD

RANCHO SANTA FE RD
O.M.W.D. DWY
.................
..........................
.....................
.....................
..............................................
.................................................................................... ....................................................... ............................................................................ ................................................................................. ......................................
.......................
...
................
10/28/22
E
0 "' "' 0
ro
N

EXISTING SIGNS
SPEED
LIMIT
50 R2-1(50)
TURNING ,.
v[HIClfS
R10-15
W4-3
TYPE N-4(CA)

RIGHT LANE
MUST

TURN RIGHT
R3-7
TURNING ,.
v[HIClfS
R10-15(MOO)
W11-2
OM1-3
RIGHT
LANE
MUST
TURN
RIGHT
R3-7(MOO)
J!Ql.

PARKING
ANY
TIME
R26(CA)
W12-1

OUVEHAIN
~ ..
~llfllCE
"CUSTOM K"
R4-7
~

BIKE LANE
R81 (CA)
W16-7P
"BUS SIGN"
® BIKE
LAtf:

R7-9A

NO PED CROSSING
¢, USE CROSSWAIK
R49(CA)
W73A(CA)
!3@4
"BUS PLACARD 304"
®
~
BIKE L»E
R7-9A
W3-3
EX. (2)
R49(CA)
I
I
I
I
I
1 52'
597J AVENIDI\ ENCINAS, SUITE 218, ~LS~. CA 92008
PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4
EX. R26(CA) ( ) EX. R73A CA --100' --

CONSTRUCTION NOTES
@ REMOVE EXISTING COfl!CTING STRIPING. STRIPING ON A.C. PAVDENT SHALL BE REMOVED BY GRll'l>ING. STRIPING ON P.C.C. SHALL BE REMOVED BY WATER BLASTING.
(D APPLY 6" WHITE Bll<E LANE LINE PER CA-MUTCD FIGIRE 3A-112 (CA), DETAIL 39. @APPLY 6" WHITE BIKE LANE INTERSECTION LINE PER CA-MUTCD FIGUlE 3A-112 (CA), DETAIL 39A. @APPLY GREEN TRAFFIC PAINT PER DETAIL "A' OR DETAIL 'B' ON Sl£ET 2. {I) APPLY WHITE THERMOPLASTIC 't£1.METED BICYU.IST SY~L' WITH ARROW PER CA-t.tJTCD FIGU<E 9C-3 B - l£LMETED BICYU.IST SYl.flOL.
@)APPLY "GREENBACK" SHARED LANE MARKING PER DETAIL •c• ON SIEIT 2.

DATE INITIAL DATE lfJITIAL DATE INITIAL
:::I\JClr,,,EER OF WORK REVISION DESCRIPTION JTHER .~PPRCVAL CITY /\PPROV/\L LU
Cll'l'Y 0 ~I C A If.( I ,S H A.II) SHEETS
)I] .

TRAJJSF'O;TATIO~ DCPA~TMCN-

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
A.~P~OVED
/4f.;z 2 ~
I .,Ql,IAo I RANK
/
rnv "N •~ll,FFR
D 1/✓ ll GY: -~CP_
CHKD BY: RS
RVWD BY: C:I
RrF 4,1070 FXP.q/ c0/74 IJAT
PRCJEGT 1,10.
95991
DR/, WING NO.

DWG 539- 9

TRAFFIC

AVENIDA ENCINAS

EXISTING SIGNS
SPEED
LIMIT
35 R2-1(35)
NO !PARKING
ANY
TIME
R26(CA)(MCO)

NO PARKING

OF OVERSIZED

VEHICLES CR

TRAILERS
AU. CITY !ITRE£T8 &
GfTY PARKING LOTS
2AM-5AM
OIIERHZED IIHICLES EXCEECllN8
z,01,_1,_1 INLI=NlllH □ K
7 FEET ~ HEIGHT
NIIH Fl::ET IN 'MDTH
N'IE PiUlHIDlfEll

EXCEPTBYPERMIT
PlctfJe'""""'NO"""';NJ
FORTI! l/111.J'1VV9<ICUII ... Yl"T
.:=.":I""..:..-=..

RIGHT LANE
MUST

TURN RIGHT
R3-7
llQJ PARKING
BEYOND

MARKED SPACE
---·--·----
R26(MC01)
mA&JulY-ii
R4-7
NOIJIS~

PARKING
1~_;~
l\EIIAY
S1IIET SIEEPIIG
~~ ID.40.150
R26(MC02)
mA&Jc&i
®
d®

BIKELME
R7-9A(MCO)
NO

PARKING
11:00 PM
• 5:00 NA
R30( CA)( MOO)
mAW1lY,-Q
lURNING ,.
11£HIClIS
°'WTo~
R10-15
R30E( CA )(MCO)
~
~Trail
"OJSTOM H" "COASTER SIGN" (T) "COASTER SIGN" (R) "COASTER SIGN" (L) "TRAIL SIGN" (L) 4 RIGHT LANE

FREEWAY
ONLY
R1BB(CA)
N-1(CA)
llQJ

PARKING
ANY
TIME
R26(CA)
, R/W- _,,___ --------
EX. "COASTER SIGN" (L)

CONSTRUCTION NOTES
@ REMOVE EXISTING COlfl.ICTING STRIPING. STRIPING ON A.C. PAVEMENT SHALL BE REMOVED BY GRltll!NG.

STRIPING ON P.C.C. SHAU.. I'£ REMOVED BY WATER El.ASTING. (D APPLY 6" WHITE BIKE LAI£ LINE PER CA-tlJTCD FIGURE 3A-112 (CA), DETAIL 39. @APPLY 6" WHITE BIKE LAI£ INTERSECTION LINE PER CA-tlJTCD FIGURE 3A-112 (CA), DETAIL 39A. @APPLY GREEN TRAFFIC PAINT PER DETAIL "A" OR DETAIL "B" ON SHEET 2. © APPLY WHITE THERMOPLASTIC "HELMETED BICYCLIST Svtm..." WITH ARROW PER CA-MUTCD F!GU1E 9C-3 B - HELMETED BICYCLIST SYt.al...
@ ~ISH AND INSTALL NEW SIGN ON EXISTING POST. BOTTOM OF LOWEST SIGN SHALL BE MINHI.AI 7' FRO,t FINISHED Sl.RFACE. SH In EXISTING SIGNS AS NECESSARY. SIGNS PER PLAN. INSTALL NEW SIGN POST AS NECESSARY. SIGN POST SHALL I'£ SQUARE PERFORATED STEEL TlfllNG WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING t.t-45.

EX. R10-15
EX. R4-4 1
R30E(CA)(MCO)
EX. R2-1(35)
R7-9A(MOD)
119' 1 /
I I ,
4 I I
I~
(0 I I
~ ; ,~ :'I
~ ~ 1,-= ao ""/
I I
I
I I
I I
II I ,
I I
I ,'
1 I
I
EX. R2-1(35)
R26(MOD1)
R26(MC02)

PROPOSED SIGNS
BEGIN

RIGHT TURN LANE
t?

YIELD TO BIKES
R4-4
(36 l( 30)
1s~E4E- I Cll'l'Y 0~' CAlf,( l,SHAJ)
1--------+--+----------------+------+------+------1 L_iJ TR;\JJSF'ORTA TIO~ D[PARH,l[N- 1--------+--+----------------+------+------+------1
597J AVENIDI\ ENCINAS, SUITE 218, ~LS~. CA 92008
PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
APFf:OVED
CI-Y El,Gll1EER
1-----~ c--1- ~~+------ - ---------+--- ~--+--- - --+- - ----1 D'111, DY: CP DATE INITIAL DATE lfJITIAL DME INITIAL RS e----- - -----,-- ~-----1 CH K D B Y: · cl,Gl, EER OF WORK REVISION DESCRIPTIJN JTHER .~PPRCVAL c1n .'.PPROV.~L RVWD BY: c:1 Tl'IOl,IA'.c !RANK
RCE 19J70 EXP.9/30/21 C/,E
PRCJEGT 1,10.
95991
DR/, WING NO.

DWG 539- 9
.2 .. ----------------------------------------------------------------------------------------------------------------------------------------·

TRAFFIC

PALOMAR AIRPORT RD
MATCHLINE STA 16+40
SEE SHEET 17
MATCHLINE STA 15+95

SEE BELOW LEFT
MATCHLINE STA 15+95

SEE ABOVE RIGHT

PASEO DEL NORTE

PASEO DEL NORTE
DWY
DWY
DWY

FLOWER FIELDS
.................
..........................
.....................
.....................
.......................
...
................
.......................
...
................
10/28/22
"' ~
~
V">
V">
I
"'
~
0 I
"" 0
0 0
i
0 I
C
·c
w w
C
"' t.5
I r---
0 ./
-~ 0
~
C
E
0 0
0 ro
N
-u
0 ~
w
;;
J
.c u
,;;; ,-
,- a,,.... .. _.
,,... ..,.
't_1:';~\'.;
..,. ,.., ,,... ..,. ..,. . "'· t-->., c.J'\,. ....,, ...., ...., EX. R26(
\1 -
EX. -
\\
'-I a,:,
i
/
,-. '
[lffl
~ T
,\\'
\ \ I
\
\ I
. \
. R3-7
3'
--a:

I
\
\
I
I
\

EXISTING SIGNS
STOP
Rl-1
SPEED
LIMIT
35 R2-1(35)
®
~
SPEED
LIMIT
45 R2-1(45)
DO NOT
BLOCK

RIGHT LANE
MUST

TURN RIGHT
R3-7
lt!Ql PARKING
ANY
RIGHT
LANE
MUST
TURN
RIGHT
R3-7(MOO)
lliQJ

STOPPING
ANY
R4-7
010 Ill I II I Q~E WA(>[J INlERSECTION BIKEL.AtE: TIME TIME BIKE LANE 33 33
EX. R3-7
R6-1 (R) R7-9A(MOD) R10-7 R26(CA) R26(S)(CA) R81(CA)
(000)
W74(CA) N-1 (CA) c»Jl-3 ot.t2-1H TYPE R(CA) "BUS SIGN"
EX. R3-7
I
EX. R81(CA) EX. R3-7 EX. TYPE R(CA)
R81B(CA) EX. R3-7 R4-4 12
\
I
11[1 ~ ~ ~ ~ ~ = I = ~ =
-R/W EX. W74(CA) EX. R5-1 EX. R3-7 EX R2 1(35) EX W3-3
--,4.5') - -- - - ~----.:::::::==--=-~ ,JJ R5-1A ---.I - ~ - / / ~ ~ ~ ~ ~ ~ ~ ::::::-°::::--=--=--=--=--=-( 1=-3.=)--=--=--=--=-'f--_ -_ ....,__ -_ -_ -_ -_ -_ -_ -_ -= -= -~ -_ -~- -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ --f;tl__ -_ -_ ~-r-~-----4-- +-~-=--~...:::-=-:__-~~.::::::~::::~::::::::_L::_____) (10.5') ""'= ___ / ~/= EX. R4-7 'I ◄ - -= ;I. - - -= = = = = = =
(4')
(11.5')
- -
(11.5')
-
( 11 ')
(12.5') ~ ~~ ===========::::c ~ N-1(CA) ·, (11.5') (TYP~~ - T - - - (12.5') (14') -~ ' (1l') 160'©-1 (11')
(l1. 5') I -~ ,, = (13') (13')
( 10')
DO NOT
ENTER
-
R5-1
END
R81B(CA)
1444
•BUS PLACARD 444"
1~~5
"BUS PLACARD 445"
(3.5')
11-15'
(10')
- , 11.5.-> _?1~>- - _______ -:_ - • _. I ·. :: f------'1_2._5_•>_____________ (11.5') --- .:!iJ = ~- ·. dO · = •:F 11(10') "? 12 ,e 13 -~ ~~~---------.-.14.------------------ --- ~ ~.ir-,1t1·:::~~->- ~~- ->- --~ 51r;' - =""'----======-'-=====-::'._ __ ➔_-_-_-_-_-__ ,, -_-_-_-~;JJ-:_·•=:__.~. · ~ .--NT"-- - =t=::±:::l,=-'f;'~~c-== ~ (l=077')~==±.g'~~===="-~~==~ -!E-':c:Fc=-·-- ~- : ~~--~ - 1--- _._ - -+-------.__ _ ~ i;.__ (18') ~ EX. W3-316 0 ;_.. .Jr = EX. R4-7 ' , · ~ (4') ..._
(12')
(12')
(6') (12')
(12') ~ OM1-3 . ~ (12.5') EX. R6-1(R) EX. R6-1(R) (13') (12') (TYP.)<D--\_ 64'~ - I ---1 ~ I EX.~i=~ ~-- (12') <12') R5-1A
W3-3

NO PARKING

OF OVERSIZED

VEHCLESOR

TRAJLERS
AU. CITY STREET& a
CITY PARKIIII~ LOTII
U,M-6AM
~IZEDIIEl«:LESEICCEE!JNQ
22 FEET r. LENG'Tli OR
7 FEET IN HEIGHT
I\N[)7FEETlnl'l'lllll1
Me~lllrl!D
EXCEPT EW PERMrT
....... ..,.....,,,..,""" ... " • .,..,,.,m,r,v-,r,,..,-, --·-----
"CUSTOM H"
-~--lii-~ _12;~,)-- L \ - - .J = '' :j = :==== (~12;,)\----=--------- • • ~1~~\•) ---- --=:_~ - ~ = i : / /~ . ~ ,------------ _-_- _---:_- _---.-EXv-.,R"'/'='-9"'A-,.(t.m""')-~':::.._ _ / ~~~~~ (ll') -~-- -----i <.12-r>
Ex. ·CUSTC:4~! 12/'fl· - - r• _/ - ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ll ~ ~ ~ ~ ~ ~ ~ ( 1 ~ [ - - 1 t --t(EX "BUS s1GN" 1 _;-=---=-~---===-=_ =-::_==-==-=-~;:=;;;;;_5.~E=---=_=_=_=-:R/~w '.:.-R 64' 2 EX. R3-7 EX. R3-7 EX. R2-1(45) "BUS PLACARD 444• EX. R26(S)(CA) ' \ I R26 (S )( CA) "BUS PLACARD 445.
~J
►,
I

CONSTRUCTION NOTES
@ REMOVE EXISTING CCN"LICTING STRIPll'G. STRIPING ON A.C. PAVEMENT SHALL BE REt.k>VED BY GRINDll'G.

STRIPlt-.G ON P.C.C. SHALL BE REMOVED BY WATER IUST!t-.G.

CD APPLY s· WHITE BIKE LANE LINE PER CA-MUTCD FIGLRE 3A-112 (CA), DETAIL 39. @APPLY 6" WHITE BIKE LANE INTERSECTION LINE PER CA-MUTCD FIGLRE 3A-112 (CA), DETAIL 39A. @APPLY GlEEN TRAFFIC PAINT PER DETAIL "A" ~ DETAIL "B" ON SHEET 2.

EX. R7-9A(MOD)'\ ~ :-"" ~
-cr -.,, .... 1 .
~ ~
-- ~
I -
I
I~
I
l I
~
~
N "'
~ ~
-
~
-
~
1, ~
T
,,., I
I;
I I
I
I
I I
-I
~
~ .

N I~ I
~ -- ~ ~,
I I
: l
I
I I
I"'
I If
I
I I
I I
~ I ., ~"" I 11
I
3 (TYP.)
-lEX. RHA( .. )
I
R 5'

PROPOSED SIGNS
N-1(CA)
(1a·x1a")
BEGIN

RIGHT TURN LANE
t:?

YIELD TO BIKES
R4-4
(36 X 30)
© APPLY WHITE THERMCRASTIC 'l·EU,£TED BICYCLIST SYl.flOL" WITH ARROW PER CA-WTCD Flru.E 9C-3 B - HELMElED BICYU.IST SYMOO...
@ Fl.ffilSH Afll INSTALL NEW SIGN ON EXISTING POST. lllTTOII Cf" LOWEST SIGN SHALL BE MINlt.Ut 7' F.Rot.t FINISl£D SlRFACE. SHIFT EXISTING SIGNS AS NECESSARY. SIGNS PER PLAN. INSTALL NEW SIGN POST AS NECESSARY. SIGN POST SHALL BE SC1JARE PERF~ATED STEEL TllllNG WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANJARD DRAWING M-45.

EX. R7-9A(MOO)'\ I
--i I
I ~ ~ :----
"Tl
I
I I
I
I
I
1------------------+-----------+--------+--------+--------bj ;::==="---'============--==;::=
C II ' I' Y O ~' C A If-( I I~ H A.II)
TR;\JJSF'ORTATIO~ D[PARH,l[N-
@) Fl.ffiISH AND INSTALL NEW SIGN AND POST. SIGN POST 51-lALL BE SWARE PERFORATED STEEL Tllllt-.G WITH BREAKAWAY BASE PER SAN DIEGO REGICJW. STAfllARD mAWING M-45. DIMENSIONS SHALL BE PER CA-WTCD FIGURE 2C-13 (CA).
@APPLY YELLOW PAINT TO elm. FURNISH AND INSTALL YELLOt REIROG:.FLECTIVE TYPE H IIARKERS ON TOP OF ClRl AT 2' ON CENTER.
@)APPLY "GREENBACK" Sl-lARED LAt£ MARKING PER DETAIL •c• ON 51-EET 2, " "' 3:in"' I . ,_...... ......
71 I- c
~
~
~~
- 1- in 0:: 0 •
;:: ~ "' -~~
- I I
597J AVENIDI\ ENCINAS, SUITE 218, ~LS~. CA 92008
PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
CITv cl1Gl,EER
i---~c--1-~---t-----------------t---~--t---------t-------t D 1/✓ ll □ Y: CP DATE INITIAL DATE lfJITIAL DME INITIAL RS e----------,--~-----1 CH K D BY: - cNc1,EER OF WORK REVISION DESCRIPTIJN JTHER .~PPRCVAL c,n .',PPROV.~L RVWD BY: c:I -
T IOl,IA:i IRArlK
RCE 19070 EXP. 9 /30 /21
PRCJECT 1,10.
95991
DR/, WING NO.

DWG 539- 9
.2 .. ----------------------------------------------------------------------------------------------------------------------------------------·

TRAFFIC

PALOMAR AIRPORT RD
MATCHLINE STA 16+40
SEE SHEET 16
DWY
10/28/22
I
:'.i
0 "' 0
0 0
E
0 0
0 ~
0 N
ro
N
/
EX. R3-7
rEX. R2-4(CA)(35)
~ R/W- " - -
~
-
17 _.._
• R6-1(R) EX.
-- -
•
-·
-
-
EX. R5-2
R5-2A

EXISTING SIGNS

CONSTRUCTION NOTES
@ REMOVE EXISTING COIIFLICTING STRIPING. STRIPlli:3 CtJ A.C. PAVEMENT SHALL BE REJJOVED BY GRHOING. STRIPING CtJ P .C.C. SHALL 1£ REMOVED BY WATER BUSTING.

G) APPLY 6" WHITE BIKE LAI£ LIi£ PER CA--wTCO FIGURE 3A-112 (CA), OCT/Ill 39. @APPLY 6" WHITE BIKE LAI£ INTERSECT!CtJ Lit£ PER CA-1.lJTCO FIGURE 3A-112 (CA), l:ETAlL 39A. @APPLY ll'lEEN TRAFFIC PAINT PER DETAIL "A" OR DETAIL "B" Ill SHEET 2. © APPLY WHITE THERMOPLASTIC "HELMETED BICYCLIST SYI.EQ.." WITH ARROW PER CA-MUTCO FIGIH:
9C-3 B - HELMETED BICYCLIST SYIIBCL.
@ FIBNISH AND INSTALL t£W SJ(}l Ill EXISTING STIHT L!GlT POL£ USING STA~AREl CITY OF CARLSBAD APPROVED IOJ.ITII(; !RACKET WITH STRAPS. BOTTOM OF LOWEST SIGN SHALL 1£ ~!Nit.UI 7' FRClj FINISHED Slff"ACE. SHIFT EXISTING S!(}lS AS 1£CESSARY. S!(}lS PER PLAN. @FIBN!SH AND INSTALL t£W E11-1b(t.m) Q,I EXISTING ARROW-f'ER-LAI-.E GUIDE SJ(}l PER DETAIL "D", Sf£ET 2.
35 ZONE
AHEAD
R2-4(CA)(35)
® BIKE
LAIIE
R7-9A

RIGHT LANE
MUST
lURN RIGHT
R3-7
The Crossings
Golf Course
~
·cusrOA L"
r<D389' /-®
I (J)., 388 /. EX . R3-7
, - 1 ./
I ~ I c12·>
(5.5')j (14')
( 11 ' )
-
1 (13')
-
(10.5')
' ( 18')
19 (13')
-
( 12')
-
( 12')
(7.5' )
(11.5')
® ~ II I
R5-2 RS-2,4
Museum
of Making
Music
~
"CUSTOM M"
r@ r<D - , ,
I -_/
X
- ' - -
ONE WA(>[I
R6-1(R)
rQ)(TYP.)
-
,...6') r®~~: CUST().! WAYFH-OING srG--J•
,
,_ -----------------------------
/ -=,,100'/ ~ EX. R7-9A r{f)249'
- •· - - - , - - -R/W- - -~,
- - -
-
- "J/ ___ ~,.':(.L ________ <:s;:-'--'',--~ .. -----~'------ -

PROPOSED SIGN LEGEND
Right Lane
BEGIN Flower Fields
Access Only RIGHT TIJRN LANE
~ I ONLY I
t?

YIELD TO BIKES
"tO ClJST(j,f WAYFII-OII.C Sl(}l" E11-1b(t.m) R4-4
(40 )( 18) (36 X 30)
-
40 20 0 40 BO 120
'--1 ---"~-----1'---__ 1-----l1
SCALE: 1 "=40 '
l---+----+-------+----+------i--------1 u[J :===:"':============-=== C I 'I' Y O ~' C AR I ,s HA II)
TR;\.NSF'O;T ATICI \I D[PARH,l[N-
597J A\'ENiDA ENCINAS, SUITE 218, ~LS~. CA 92001:l
PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4
DATE INITl>L
:::I\JClr,,,.EER OF WQRl,I;' REVISION DESCRIPTIJN
UATE IIJITIAL DO TE INITll>.L
:lTHER .APPRCVAL CI TY ,'\PPRDV/\L

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
APFF: □ V ED
CI-Y El,Gll1EER
[l'/✓ ll DY: CP
CH KD B Y: RS
RVWD BY: Cl
Tl I01,IA:c rT1ANK
RCE 19070 EXP.9/3C/2 '1 C/\T:=:

PRCJEGT 1,10.
95991
DR/, WING NO.

DVVG 5 39- 9

TRAFFIC

COLLEGE BLVD

BOBCAT BLVD

CANNON RD
No smoking allowed within 25 feet of transit stations,bus stops, or other transit facilities
No se permite fumar a menos de 25 pies de lasestaciones de tránsito, paradas de autobús u otrasinsalaciones de tránsito
NO SMOKING / NO FUMAR..............................................

No smoking allowed within 25 feet of transit stations,bus stops, or other transit facilities
No se permite fumar a menos de 25 pies de lasestaciones de tránsito, paradas de autobús u otrasinsalaciones de tránsito
NO SMOKING / NO FUMAR.............................................. 10/28/22
E
0 0
0 ~
0 N
ro
N
~
©
;;
J
_c
u
t \ \
EX. R61-13(CA)(MOD
I

CONSTRUCTION NOTES
@ REMOVE EXISTING co-FL!CT!t{; STRIPING. STRIPING ON A.C. PIIVEt.ENT SHALL BE REMOVED BY GRINJ!f\¥3. STRIPING ON P.C.C. SHALL BE REMOVED BY WATER EILASTIN;.

G) APPLY 6" WHITE BIKE LAt£ Llt£ PER CA-MUTCO FIGLff: 3A-112 (CA), DETAIL 39. @APPLY 6" WHITE BIKE LAt£ INTERSECTION Lit£ PER CA-MUTCD F!Gl.1£ 3A-112 (CA), DETAIL 39A. @APPLY GREEN TRIIFFIC PAINT PER DETAIL "A" ~ DETAIL "B" ON St£ET 2. © APPLY WHITE THERMOPLASTIC "f£U.ETED BICYCLIST SYLfKlL" WITH ARROW PER CA-WTCO F!Glff: 9C-3 B - fELWETED BICYCLIST SYl,IICl..
@ FlR'JISH ANJ INSTALL t-EW Sl(}l ON EXISTIN; STREET LIGHT POLE USING STANDARD CITY OF CARLSBAD APPROVED MIJI.M'IN, BRAO<ET WITH STRAPS. BOTTOM OF LOWEST SIGN SH/ILL BE MIN!t.Ut 7' FROM FINISl£D SLWACE. SHIFT EXISTlt-¥3 SIG'lS AS t£CESSARY. SIG'lS PER PLAN.
@APPLY WHITE THERMOPLASTIC PAVEMENT MARKl!'-1; TYPE IV ARROW PER CA-MUTCO FIGU,E 38-24 (CA). @) APPLY 6" WHITE DIAGONAL HATCUNG AT 45 OCGREES AT 40' SPACING.

EXISTING SIGNS
SPEED
LIMIT
45 R2-1(45)
TURNING ,.

VEHICLES
~TO~
RI0-15
W73A{CA)(L)

RIGHT LANE
MUST
lURN RIGHT
R3-7
~ PARKING
ANY
TIME
R26(C.t.)
Ct.41-3
2 RIGHT LANES
MUST
l\JRN RIGHT
R3-7(MOD3)

ONLY ONLY ONLY ONLY
R61-13{CA}(t,[JD)
~
BREEZE
- -R/W--
-R/W-----
R4-7
W3--3
® BIKE LAtf:

R7-9A
W14-2
TRAIL

PARKING
"11.i:EZE BUS SIGN' "BREEZE BUS SIGN "CUSTW N'
309 le 323"
I
EX. R3-7 MOD3)I •
I
I
EX. "BREEZE BUS SIGN 309 I: 323"
EX. "OJSTOA N"

PROPOSED SIGN LEGEND
BEGIN
RIGHT l\JRN LANE
t?

YIELD TO BIKES
R4-4
{36 X 30)
.).
1 \ . "BREEZE a.IS SIGN"
-1 ( 45)
-9A I
I
\
I
I
- ' I
EX. R26(CA)
I
' -------- --- - - --- - - -R/W- - - --
EXISTING BARRICADE .,,.. - --- -------- --- - -f<./W--
/
~ o.;_,.
t~J.~ I S;E;-1 CITY 0 ~I C .A R I ,S H .A II) SHEETS
~ VJ. ~ )I] g ~ Q >i TR/IJJSF'O,TATIO~ DCPAfHMCN-
... ::, "' it
* .r11, CIVI\. ~~ GREEN PAINT BIKE LANE ( or C~l\\lS ENHANCEMENT PROJECT <h
-
/\PF ROVED /,,.4-,- ~· ~ I HOl,IAS f R.MJK
q
~
[I-Y Fl,GIIWFR Rff 49 170 FXP 1 / .,c/74 ~AF
D 1/✓ ll DY: CP PRCJECT 1,10. DR!, WING NO. DATE INITl>L uME lfJ ITIAL DO TE INITll>.L CHKD B Y: RS 597J AVENiDA ENCINAS, SUITE 218, ~LS~. CA 92001:l :::I\IClr,,,.EER OF WORK REVISION DESCRIPTIJN J THER .APPRCVAL CITY ,'\PPRDV /\L R\/VVD BY: Cl 9599 1 DVVG 539 - 9 PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4
-2 .. ----------------------------------------------------------------------------------------------------------------------------------------·

TRAFFIC

EL CAMINO REAL

FARADAY AVE

EL CAMINO REAL
MATCHLINE - 16+00

SEE BELOW RIGHT
MATCHLINE - 16+00

SEE ABOVE LEFT
DWY
DWY
DWY
No smoking allowed within 25 feet of transit stations,bus stops, or other transit facilities
No se permite fumar a menos de 25 pies de lasestaciones de tránsito, paradas de autobús u otrasinsalaciones de tránsito
NO SMOKING / NO FUMAR.............................................. 10/28/22
E
0 0
0 ~
0 N
ro
N
~
©
;;
J
.c u
---

CONSTRUCTION NOTES
@ REMOVE EXISTING CCU'LICTING STRIPII-G. STRIPING Cl'-1 A.C. PAVEt.£NT SHALL BE RE~VED BY ffiINDlflG.

STRIPING Cl'-1 P .C.C. SHALL BE REMOVED BY WATER BLASTlflG. (D APPLY 6" WHITE BIKE LAI£ Lit£ PER CA-MUTCD FIGLRE 3A-112 (CA), rETAIL 39. @APPLY 6" WHITE BIKE LAI£ INTERSECT!Cl'-1 LINE PER CA-MUTCD FIGLRE 3A-112 (CA), rETAIL 39A. @APPLY mEEN TRAFFIC PAINT PER DETAIL "A" 00 OCTAIL "B" Cl'-1 Sf-EET 2. ©APPLY WHITE TIERMCRASTIC "1£Ll,£TED BICYCLIST SYt.Bl.." WITH ARROW PER CA-MUTCD FIGLl<E 9C-3 B--1£LMETED BICYCLIST SYhllOI...
@ FU,NJSH ANl INSTALL t£W SIGN AN) POST. BOTTOM CF" LOWEST SIGN SHALL BE MINIMLAI 7' FRW FINISIED SUlFACE. SIGN POST SHALL BE SQJARE PERFOOATED STEEL lUB!flG WITH BREAKAWAY BASE PER SAN DIEGO REG!Cl'-IAL STANDARD DRAWING IH-5.

EXISTING SIGNS
SPEED
LIMIT
40 R2-1(40)
R7-9
OM1-3

RIGHT LANE
MUST

TURN RIGHT
R3-7
@
BIKE LAt£
R7-9A
N-1(CA)
R-4-7
®
~

BIKE LANE
R7--9A(~)
g
3GI
"BUS SIGN 309 "
II I ONE WAY>II
R6-1(R)
TRUCK
ROUTE
~
R14-1(1.iOO)
In Memory of
®

0...11,.-. .......,.,,,..,
aty, of Cc:lrlllbad
"CUSTOM O"
W3-3
(
EX. R3-7
I
I
I
I
EX. R3J7
I
-I -
/

PROPOSED SIGNS
BEGIN

RIGHT TURN LANE
c?

YIELD TO BIKES
R4-4
(36 X 30)

I I I I
~ ~ I I
I I
I
I I
I I
!
I I
I I
I I
I I j I I
~
I I
co
~
~
~ ~
"' "' "' - - -~
-
~
~
Jo
r-
EX. R-4-7
OM1-3
I I ~ ~ I I
~
I
I
I

I I I I

I I I I
I
~ ~ ~
~ -- - ..
~ ~. ~
.... in-in • "' • I
"'
0 ..... ·:..- . 0 - . --
.- .- 0 0 - - 0 --- ..... -....... ~ ~ - ~
~ I ~-i

I I I I I

I I I I

I I I I I
~ 11.f,_,.
,~J-~ ~ ri. ~ g ~ Q >i .,.
t:;, "" it
* .r1 CIVIi. ~~
rror ul,,i:.
<t2 I}
597J AVENIDI\ ENCINAS, SUITE 218, ~LS~. CA 92008
PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4
EX. R7--9
~ (12.5')
(12')
71 (11.5')
~ (10.5')
( 12')
(13.5') -
/;/~ -11
I
I
~
,...
~

DATE INITIAL
:::l'slGlr-,EER OF WORK REVISION DESCRIPTIJ N
EX. W3-3 ,...

I
I
I
I
I I
I I I
,,,, If
I I
I I
DATE lfJITIAL
JTHER .~PPRCVAL
I

DME INITIAL
CITY /\PPROV/\L
I
I
I
u[J Cll'l'Y 0 ~ I C A If,( I ,S H A.II) SHEETS
") ( '1 8 TR;\JJSPO,T ATIO~ D[PARTM[N- ' .,

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
APPROVED /,, - ~ ~ IHOMAS f~A'IK
✓
CITY rnmJFF'l - R(:F 4,0 7 0 FXP 0 /.,0/7 4 O,'\TF
D'111! GY: CP PRCJEGT 1,10. DR/, WING NO.

CHKD B Y: RS
R\/V\ID BY: [I 95991 DVVG 539- 9
.2 .. ----------------------------------------------------------------------------------------------------------------------------------------·

TRAFFIC

RISING GLEN WY

CARLSBAD VILLAGE DR

COLLEGE BLVD

TAMARACK AVE

CASSIA RD

POINSETTIA LANE

CELINDA DR
No smoking allowed within 25 feet of transit stations,bus stops, or other transit facilities
No se permite fumar a menos de 25 pies de lasestaciones de tránsito, paradas de autobús u otrasinsalaciones de tránsito
..............................................
10/28/22
-I
"' ~ n_
I
"' ..,.
"' 0
E
0 0
~
0 "'
ro
"'
~
©
I
I
I
I
I
ff W3-3
EX. R7-9A{t.m)
I
I
-

CONSTRUCTION NOTES
STOP
R1-1
I
~
R7-9
ltilll PARKING
ANY
TIME
R26(CA)
Trail~
"TRAIL" SIGN (R)
@ REMOVE EXISTING cafl.lCTING STRIPING. STRIPING ON A.C. PAVEIENT SHALL EE REt,«JVED BY GRINJING.

STRIPING ON P.C.C. SHALL EE REWOVED BY WATER BLASTING.
@ APPLY 6" WHITE BIKE L.N£ INTERSECTION LIi£ PER CA-MUTCD FIGUE 3A-112 (CA), DETAIL 39A. @APPLY GREEN TRAFFIC PAINT PER DETAIL "A" OR DETAIL "B" ON SIEET 2. © APPLY WHITE THERMCRASTIC "HEUETED BICYCLIST SYMlOL" WITH ARROW PER CA-"-lTCD FIGI.J<E 9C-3 B-tELIElID BICYCLIST :mtlOI....

I
SPEED
LIMIT
35 R2-1(35)
® BIKE
LAI£
R7-9A
S1-1
\
X. R1-1
SPEED
LIMIT
40 R2-1(40)
@
~
BIKE LAI£
R7-9A(MOD)
W3-3
R4-7
1\JRNING ,.

VEHICLES
~To'}t
R10-15
OM1-3
R5-2

ROAD CLOSED
TO
lHRU 1RAFFIC
R11-4
N-1 (CA)

AUTHORIZED

VEHICLES
ONLY
R5-11
OVER 7 TONS
G.V.W.R.

R200-1(WOD)
82ll
-
"BUS SIGN 323"
a) 597J AVENIDA ENCINAS, SUITE 218, ~LS~. CA 92008
EX. "BUS
SIGN 323"
I ,
I~ I 0:

EX. "BUS
SIGN 323"
,_
I EX. "TRAIL SIGN" (R)
S1-1
I R7-9A{ MOD)
I s19- I
Cll'l'Y 0 ~I C .A Ire I ,S H .AJ) SHEETS
: ) ( '1
fa,~P-,OVED
c1Tv c11c1,EER
t--cc-c=--t-c~c-1----------------,---:--:-=:::----:=~,---::-:-:::;:----,-;c=cc, DI/Ill □ Y:

DATE INITIAL e--DA_TE __ lfJI_TIA_L+--D_M_E ~IN_ITI_AL_, CHKD BY:
cNGl,EER oF WORK REVISION DESCRIPTION JTHER .APPRCVAL CITY .',PPROV,~L RVWD BY:

TRANSP01TATIO~ D[PARTM[N- / ,,

GREEN PAINT BIKE LANE

ENHANCEMENT PROJECT
-
/44, /4 ~
T IOl,IA:C, rnAr,K
CP
RS
[I
7 RCE 19070 EXP, 9 /30 /21 011T
PRCJECT 1,10, DR!, WING NO,
95991 DVVG 539-9
:::J PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4
iL __________________________________________________________________ .:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,,1

TRAFFIC

OAK AVE

HARDING ST

CHESTNUT AVE

MADISON ST

TAMARACK AVE

JEFFERSON ST
Carlsbad
City of Beach .6mi Train Station 1.1mi Library 1.2mi
Village .9miBeach .5mi
No smoking allowed within 25 feet of transit stations,bus stops, or other transit facilities
No se permite fumar a menos de 25 pies de lasestaciones de tránsito, paradas de autobús u otrasinsalaciones de tránsito
..............................................
10/28/22
E
0 D
ro
N
~
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;;
J
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[

CONSTRUCTION NOTES
@ REt.«lVE EXISTlt-r3 CXNLICTING STRIP!t-r3. STR!Plt-r3 ON A.C. PAVOENT SHALL BE REMOVED BY GR!t-Olt-r3. SlRIPlt,I; ON P.C.C. SHALL BE RB«lVED BY WATER BLASTINl.

G) APPLY 6" WHITE Bil(E LANE LINE PER CA-lllTCO FIQJlE 3A-112 (CA), DETAIL 39.
@APPLY 6" WHITE Bil<E LANE INTERSECTION LINE. PER CA-WTCO FIQJlE 3A-112 (CA), DETAIL 39A.
@APPLY GREEN TRAFFIC PAINT PER l:ETAIL "A" OR DETAIL "8" ON Sl£ET 2. © APPLY WHilE Tt£RM(f'LASTIC "1£LMETED BICYa.IST SYMBOL" WITH ARROW PER CA-MUTCD FIGUE 9C-3 B-1-ELMETED BICYa.lST SYMBOL.
=R/W· - -
(24')
9 I "'
(TYP.) 3,-..;-++-l,,.-,
EX. WB-2
[ I
I
--. I
_._ I
EX. "BUS SIGN 325"
I
~
EX. R1-1
W4-4P
(20')
11 -- 1 --i~ -
(24')
-R/W

EXISTING SIGNS
SPEED
STOP

LIMIT RIGHT LANE
25 MUST
llJRN RIGHT
R1-1 R2-1(25) R3-7
S1-1 WJ-3
g
] AHEAD 8211
W16-9P OM1-3 "BUS SIGN 325"
DO
NOT
PASS
R4-1

CROSS TRAFFIC

DOES NOT STOP
W4-4P

NO PARKING

OF OVERSIZED

VEHICLES OR

TRAILERS

ALL CITY STREETII &
CITY PAAKI~ LOTS
2AM-OIIM
~M~~HICIZO~NG
22 FEET IN LErt8Tll OR
7 FEET IN HEIGHT
Mll7 FEET IN WIDTH
ARE FRCIHIBrTECI
EXCEF'TB't' PERUrT
PIOKIJPTIU:IO!JN>IMI .. D
O""""'ll'IIIITY_,Cl.m_,.
--.,-~,----
"CUSTCltt H"
~
► ~
EX. R1-1
W4-4P r
EX. R81(CA) I
II I
R4-7
WB-2
I c i
"CUSTOM P"
(20')
J--b,,f-tr'2 196'
I
~ J i
"' ~
I I
a:'.
11 O~E W8C>ll
R6-1(R)
W9-2(L)
"CUSTOM Q"
® BIKE
l.ME
R7-9A
W11-2
,~
·cusTCM R"
11~
"CUST0,1 s•
--- 1·
NO~
PARKING , .... _
ru• ......,
-R30(CA)(MOO)
W16-7P(L)
'
1~
' "CUSTOM T'
i 1~ i
"CUSTOM u•
EX. "CUSTOM P"
"CUSTOM Q"
"CUSTOM R"
EX. RJO(CA)(MOO
I
I
i
I
I
11 (20' ~ ,,..,
II
---R/W- - --- I \
'
I
l
EX. S1-1
IW16-9P
• EX. R2-1(25)
I
EX. R4-1 EX. W9-2(L)--..... ' / 1
------------"- ~...::W_.:_4--=2----------" ' __,.. ~// ---~----, '~,~- ~ - (7') - -----'~'-------------- ------------- (15')
~ (lO') ~ ~ X. R4-7
(10') OM1-3 (11')
EX. "CUSTCli P"
"CUSTOM Q"
"CUSTOMS"
"CUSTOM T"
"CUSTOM U"
"CUSTOM V"
, EX. "CUSTOM H" - - -R/W- -
EX. R4-7 t-- - -Jl---- -+~ __ / ,,,L:(ll')_=-- i- -EX. R6~ -1(R)+ --- - I+++--+- - ~1-· ---+- t=:::;;;(~~~ n-1=~ v- _ - _ c-- VARIES)- •---:,~ - -+- 12 ~ OM1-30 ~/ ~~~~~ ~- (10') =<'" r==[13.5:)==~:;,=======~~====:::- EX. W3-3 R/W- __ _
( EX. R7-9A
3 7AM-6PM
(5/0 EXCEPT

SUN-HOL BIKE LANE
R32D( CA )(MOO) R81(CA)
W16-7P(R)
1~
' "CUSTOM V"
(10') (13.5')
96' R ' \
~
~
EX. R2-1(25)
--lj·
(20') f 18')
~ o.;_,.
,~J.~ ~ V]_ ~ g ~ Q >i .,.
t:,
..,
it ~*
.r11, CIVIi. ~~
r or c~l"l:i
<t2 I}
597J AVENIDA ENCINAS, SUITE 218, ~LS~. CA 92008
PHONE: 760-602-4290 WWW.STCTRAFFIC.COl.4
(18')
DATE INITIJl..L
:::I\IClr,,, EER OF WORK
40 40
I --1
SCALE: 1 • =40'

REVISION DESCRIPTIJN
120
□ .STE lfJI TIAL
JTHER .~ PPRCVAL
I ~
~ co
~
a:'.

I I
~
-J
~
co ~ ~
,_~1 "-"' "'
~ ~
I
I
r
1 1
[ I
f I +1
[ I
I I
I
~
a:'.

I
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DATE INITIAL CH KD B Y: RS
CITY /\PPROV/\ L RVVVD BY: Cl 95991 DWG 539- 9
.2 .. ----------------------------------------------------------------------------------------------------------------------------------------· RESOLUTION NO. 2023-039

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,

CALIFORNIA, EXTENDING THE PROCLAMATION OF BICYCLE, E-BICYCLE AND

MOTORIZED MOBILITY DEVICE SAFETY LOCAL EMERGENCY IN THE CITY OF CARLSBAD UNTIL MARCH 25, 2023, AT 5 P.M., UNLESS OTHERWISE

EXTENDED OR TERMINATED BY THE CITY COUNCIL
WHEREAS, on Aug. 23, 2022, the Carlsbad City Manager/Director of Emergency Services proclaimed a state of local emergency in response to an alarming increase (233%) in collisions involving bikes and e-bikes since 2019; and
WHEREAS, on Aug. 30, 2022, the City Council of the City of Carlsbad, California, adopted Resolution No. 2022-214, ratifying the Proclamation of Local Emergency (Attachment A); and WHEREAS, California Government Code Section 8630, subdivision (c), requires the City Council to review the need for continuing the local emergency at least once every 60 days until the City Council terminates the local emergency; and
WHEREAS, on Oct. 18, 2022, the City Council of the City of Carlsbad, California, adopted Resolution No. 2022-214, extending the Proclamation of Local Emergency; and WHEREAS, on Dec. 6, 2022, the City Council of the City of Carlsbad, California, adopted Resolution No. 2022-277, further extending the Proclamation of Local Emergency; and WHEREAS, the Proclamation of Local Emergency will expire on Feb. 3, 2022, at 5 p.m., unless earlier extended or terminated by the City Council; and WHEREAS, the plan to address the local emergency is being reviewed and implemented and there remains a bicycle, e-bicycle, and motorized mobility device safety local emergency throughout the City of Carlsbad.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows:

1. That the above recitations are true and correct.

2. That the Proclamation of Local Emergency issued by the Director of Emergency Services (Attachment A) is extended and shall expire on March 25, 2023, at 5 p.m., unless otherwise extended or terminated earlier by the City Council.

Exhibit 3
Jan. 24, 2023 Item #13 Page 17 of 47
PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 24th day of January, 2023, by the following vote, to wit:

AYES:

NAYS:

ABSTAIN:

ABSENT:

Blackburn, Bhat-Patel, Acosta, Burkholder.

None.

KEITH BLACKBURN, Mayor
CJ�r<'tO��
�HERRY FREISINGER, City Clerk

V (SEAL)
Jan. 24, 2023 Item #13 Page 18 of 47

PROCLAMATION OF BICYCLE, E-BICYCLE AND

MOTORIZED MOBILITY DEVICE SAFETY LOCAL EMERGENCY

IN THE CITY OF CARLSBAD, CALIFORNIA

WHEREAS, the California Emergency Services Act, including California Government Code Section 8630, and th e City of Carlsbad’s Emergency Services Ordinance, including Carlsbad Municipal C ode Section 6.04.100(A)(1), empower the City Manager, as the City of Carlsbad’s Director of Emergency Services, to proclaim the existence of a local emergency, subject to rati fication by the City Coun cil, when the re exists, or there is threatened to exist, conditions of extreme peri l to safety of persons and property within the City of Carlsbad.

WHEREAS, the Director of Emergency Services finds:

1. Conditions or threatened conditions of extreme peril to the safety of persons and property have arisen within the City of Carlsbad caused by the increased prevalence of e-bicycles (e-bikes), other similar electric or motorized mobility devices, and traditional bicy cles on ci ty streets, w hich has led to increased collisions resulting in injury or death.

2. In 2019 there were 30 c ollisions involving bicycles or e -bikes reported in Carlsbad.

3. In 2020 there were 6 2 collisions involving bicycles or e -bikes reported in Carlsbad.

4. In 2021 there were 100 collisions involving bicy cles or e- bikes reported in Carlsbad.

5. To date in 2022, 57 collisions involving bicycles or e -bikes were reported in Carlsbad.

6. U.S. traffic fatalities began climbing in 2020 and the deadly trend is continuing.

7. According to estimates by the National Highway T raffic Safety Administration, U.S. roadway deaths rose 10.5% in 2021 a nd an additional 7% during the first three months in 2022, the highest numb er for the first quarter in two decades.

8. The increase in de aths is due to speeding, impaired or distracted driving and other reckless behavior.

9. E-bikes are faster and heavier than traditional bicycles and e-bike injuries are more likely to be more seve re and re quire hospitalization than tr aditional bicycle injuries.

10. E-bikes and si milar electric or motor ized mobility devices are i ncreasingly used by school age children to go to and from school and for other activities on local streets.

11. Schools in the Carlsbad Unified School District will be o pening on August 24, 2022, joining the other schools in Carlsbad and additional education facilities Attachment A
Jan. 24, 2023
Item #13 Page 19 of 47
Jan. 24, 2023
Item #13 Page 20 of 47
Bicycle, E-Bicycle and Motorized Mobility
Device Safety Local Emergency

Page 2 ends

Carlsbad City CouncilJanuary 24, 2023

Carlsbad City Council
January 24, 2023