Agenda packet — Manhattan Beach City Council, April 15, 2025 (part 3 of 4)

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File Number: 25-0144
to equal 100% of the fine; or Option Two. Increase the late penalty by 22% (or $7) for a total of $38.

FISCAL IMPLICATIONS:

The recommended action of increasing the parking meter rates for the City Lots, On-Street Meters, and Beach Lots (County and State) will result in an annual net increase of approximately $1,995,942 in the Parking Fund, $225,853 in the County Parking Lots Fund, and $168,344 in the State Pier and Parking Lot Fund.

The recommended increase to the commercial parking permit fees will result in an annual net increase of approximately $283,320 in the Parking Fund.

Additionally, the proposed parking citation penalty increase is estimated to generate approximately $540,000 annually in the General Fund based on an average volume of 45,000 - 60,000 parking citations issued per year.

Together, these three parking-related program changes will result in a total of $3,213,459 in additional annual revenue across all funds referenced above, which are necessary in supporting ongoing parking infrastructure needs and related activity.

BACKGROUND:

Parking Meter Rates
The Citywide parking meter rates were last updated in 2020 and 2021 (4-5 years ago). On September 15, 2020, the City Council approved increases for parking meter rates to $2.00 per hour for on-street meters and City-owned parking lots. Six months later on March 16, 2021, City Council approved increases for parking meter rates to $2.50 per hour for beach parking lots (Pier, 26th Street and El Porto). These increases were a direct response to the impact of the COVID-19 pandemic and the need to offset parking revenue losses due to outdoor dining area utilizing parking spaces.

Parking Permit Fees
The commercial parking permit fees were last updated in 2010 in conjunction with the last Parking Management Study (15 years ago). Through that study, the monthly Metlox parking permit was set at $27.00 and the six-month commercial parking permit was set at $160.00 (or available at a discounted rate of $100.00 each if buying in bulk of five permits or more).

At the time, these commercial parking permits were set low to incentivize employee use of the newly constructed Metlox parking structure instead of other public lots.

Parking Citation Penalties
The City’s parking citation penalties were last updated in 2015 (10 years ago). On July 21, 2015, City Council approved $5.00 increases for all parking fines which resulted in a majority of the parking citations increasing to $53. At the time, the increases were adopted to help offset the revenue loss due to the exit of a significant sales tax producer (DeWitt Petroleum) .

Based on the history described above, approximately 5 - 15 years have passed since these parking programs have been re-evaluated. Staff recently began re-evaluating these parking programs with the sudden closure of Lot 3 and the urgent need for solutions to address aging infrastructure in Downtown and North Manhattan Beach as well as the increased

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demand for parking.

DISCUSSION:

The abrupt and unanticipated closure of Parking Lot 3 in July 2024 caused a ripple effect that resulted in less parking availability, increased parking demand and urgency for solutions to mitigate the parking impacts from the loss of 145 parking spaces that were previously in Lot 3. In addition to the Lot 3 Replacement Project costs, the City is assessing other critical needs such as aging parking infrastructure throughout Downtown and North Manhattan Beach, outdated parking meter technology, conversion to advanced kiosk pay stations, water proofing parking structures and other parking improvement projects as aging infrastructure reaches its maximum useful life.

Due to these critical parking infrastructure needs, the City has determined that additional funding should be recovered through the parking meter rates, parking permit fees and parking citation penalties.

Parking Meter Rates
Staff recommends increasing Citywide parking meter rates for On-Street Meters and City Parking Lots from $2.00 to $3.00 per hour and increasing parking meter rates for Beach Parking Lots (State and County Lots) from $2.50 to $3.00 per hour. If approved, these changes would set all parking meter rates throughout the City at $3.00 per hour.

In determining the market rate for hourly parking, staff conducted a survey of local southern California cities to evaluate comparable rates and found that the City’s existing parking meter rates of $2.00 - $2.50 were low in comparison to the other cities.

A total of eight cities were surveyed including the cities of Newport Beach, Huntington Beach, Santa Monica, Beverly Hills, Hermosa Beach, Laguna Beach, Long Beach, and Redondo Beach. The survey results range widely as most cities have parking meter rates that vary by lot/location, by season and/or by time of day. For this reason, the survey identifies a range between the lowest hourly rate to the highest hourly rate. For example, rates in Newport Beach range from $3.75 - $8.55, Huntington Beach ranges from $3.00 - $4.00, Santa Monica ranges from $2.50 - $3.75, Laguna Beach ranges from $2.50 - $4.00, Long Beach ranges from $2.00 - $6.00, Beverly Hills ranges from $0.00 - $6.00 (parking is free for the first hour), Hermosa Beach ranges from $2.00 to $2.50, and Redondo Beach ranges from $1.50 to $2.00. This survey indicates that the price points for parking in prime areas among these municipalities is mostly between $2.00 per hour and up to $8.55 per hour in beach lots in peak hours. The proposed increase to $3.00 per hour will make the price to park in Manhattan Beach comparable with other local cities and would better align with the market rate for parking. These survey results are illustrated on Slide 5 of the attached PowerPoint.

Additionally, the proposed increase in parking meter rates support some of the parking strategies being considered as part of the ongoing Parking Management Study. These strategies will likely include variable seasonal and/or weekend parking rates of $3.00 or greater to maximize use of available parking supply and to incentivize alternative transportation modes. Staff will be presenting a full menu of parking strategies at a future City Council meeting in conjunction with the Draft City Parking Management Plan, which will include additional parking meter rate recommendations, if appropriate.

Commercial Parking Permit Fees

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Another component of the public hearing is to consider an increase to the commercial parking permit fees, which would adjust the monthly Metlox parking permit from $27 to $65 and adjust the six-month commercial parking permit from $160 ($100 bulk rate) to $250 (and eliminate the bulk rate discount due to high demand). It is important to note that these parking permit fees have not been adjusted since 2010 and have remained unchanged over the last 15 years despite parking meter rate increases occurring in 2021, 2020 and 2018.

The ongoing City Parking Management Study is also evaluating parking strategies related to commercial parking permits, which may include significant increases in permit fees in tandem with less expensive commercial parking options.

In determining the market rate for commercial parking permit fees, staff conducted a survey of like-cities that have similar parking permits, including Newport Beach, Huntington Beach, Santa Monica, Beverly Hills, Hermosa Beach, Laguna Beach, and Redondo Beach.

Similarly, the survey results range widely as some cities have parking permit fees that vary by lot/location, by season and/or by time of day. For this reason, the survey identifies a range between the lowest permit rate to the highest permit rate. For example, Newport Beach parking permit fees range from $156.75 for a three-month permit to $627.25 for a nine-month permit, Huntington Beach has a monthly permit for $25.00, Santa Monica ranges from $80.00 - $220.00 for a one-month permit, Laguna Beach ranges from $240.00 - $480.00 for a six-month permit, Beverly Hills ranges from $40.00 - $300.00 for a one-month permit, Hermosa Beach ranges from $38.00 - $250.00 for a one-month permit, and Redondo Beach ranges from $70.00 - $175.00 for a one-year permit. Although the City’s commercial parking permits do not compare apples to apples, it is evident through the survey that the City of Manhattan Beach parking permit rates of $27.00 for a one-month permit and $100.00 - $160.00 for a six-month permit are significantly low compared to the other cities. The proposed increase to $65.00 for a one-month permit and $250.00 for a six-month permit will make Manhattan Beach more comparable with other local cities and would better align with the market rate for parking permits. These survey results are illustrated on Slide 6 of the attached PowerPoint.

Coastal Development Permits
On April 8, 2025, the Community Development Department received an application from the Finance Department (“Applicant”) for Coastal Development Permits to modify parking permit rates for commercial parking permits, and parking meter rates for on-street public parking spaces and public parking spaces within City, County, and State-owned public parking lots (“Project”).

The proposed parking meter rate and commercial parking permit rate increases are proposed Citywide, which includes the Coastal Zone. For that reason, the proposed modifications to the parking meter rates and commercial parking permit rates are subject to the Manhattan Beach Local Coastal Program (LCP). Coastal Development Permits are governed by Chapter A.96 of the LCP. Sections A.96.040 and A.96.230 specify that, “A coastal development permit is required for any development, including gates, parking controls, new locations for parking meter areas, changes in fee structure, expansion of times and hours in which monthly permits may be offered, or other devices in the coastal zone that change the availability of long and short term public parking, including, but not limited to, changes in the operation of the City parking management program established in §A.64.230.” The subject request includes an increase in parking rates for the Commercial

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Permit Parking Program, on-street meters, City-owned lot meters, and State Pier and County lot meters. Therefore, Coastal Development Permits are required for these parking locations that are within the appealable and non-appealable portions of the Coastal Zone (included as Attachments 1 and 2 to this staff report).

Furthermore, pursuant to Sections A.96.030(D) and A.96.080(B) of the LCP, the Community Development Director, Planning Commission, and the City Council each possess decision-making authority on Coastal Development Permits. The City Council shall consider the project request at a public hearing, prior to rendering a decision on the application.

Parking Citation Penalties
California Vehicle Code Section 40203.5 authorizes the City to establish penalties for parking violations. The City’s existing parking penalties have not been changed since 2015.

The proposed Resolution No. 25-0042 would increase all parking citation penalties by $12.

This will result in the majority of parking citations increasing from $53 to $65. Certain more serious infractions currently carry higher penalties, such as unauthorized use of a disabled parking space, which is currently set at $338. Those violations will also increase by $12.

In determining the market rate of parking citation penalties, staff conducted a survey of local cities that issue parking citations and found that the City’s existing fine of $53 for a typical parking citation was low compared to other cities.

Through the survey, staff compared the two most common citations, which are expired meter fines and street sweeping fines. Included in the survey are the cities of Newport Beach ($76/$70), Redondo Beach ($75/$53), Santa Monica ($63/$73), Los Angeles ($63/$73), Huntington Beach ($58/$46), Culver City ($55/$60), Beverly Hills ($55/$68), and Hermosa Beach ($53/$38). Similarly, the proposed parking citation penalty of $65 will make Manhattan Beach more comparable with other local cities and would better align with the market rate for parking fines. These survey results are illustrated on Slide 8 of the attached PowerPoint.

Additionally, the late penalty fee for unpaid fines is currently set at $31. Given the rising costs of processing and mailing additional late notices, an increase to this penalty is also justified. Staff seeks direction as to two options:
· Option One: Increase the penalty fee to equal 100% of the fine (as seen with other cities), or
· Option Two: Increase the late penalty by 22% (or $7) for a total of $38.

The Council’s direction on late penalties will be added to Resolution No. 25-0042 and incorporated into the attached schedule of parking citation penalties.

Conclusion:

Following the public hearing, staff recommends adopting Resolution Nos. 25-0039, 25-0040, 25-0041, and 25-0042. If adopted, the new parking meter rates, parking permit fees and parking citation penalties will go into effect May 1, 2025. The fifteen day waiting period meets the requirements of the Coastal Development Permits. Additionally, the two-week delay will provide the necessary time to update the City’s parking citation software and

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hardware to reflect the new penalties.

PUBLIC OUTREACH:

A public notice for the April 15, 2025, public hearing was published in The Beach Reporter on April 3, 2025. As of the writing of this report, staff has not received public comments.

Additionally, the City provided advance courtesy notice to the Downtown Business and Professional Association, Chamber of Commerce and North Manhattan Beach Business Improvement District.

ENVIRONMENTAL REVIEW:

The City has reviewed the proposed project for compliance with the California Environmental Quality Act (CEQA) and has determined that it is not a “Project” as defined under Section 15378 of the State CEQA Guidelines; therefore, pursuant to Section 15060(c)(3) of the State CEQA Guidelines the activity is not subject to CEQA. Thus, no environmental review is necessary.

LEGAL REVIEW:

The City Attorney has reviewed this report and determined that no additional legal analysis is necessary.

ATTACHMENTS:

1. Resolution No. 25-0039 (Appealable Area)

2. Resolution No. 25-0040 (Non-Appealable Area)

3. Coastal Development Permit Application (Appealable Area)

4. Coastal Development Permit Application (Non-Appealable Area)

5. Resolution No. 25-0041(Parking Meter Rates Outside the Coastal Zone)

6. Parking Meter Zones Map

7. Resolution No. 25-0042 (Parking Citation Penalties)

8. Exhibit A - Schedule of Parking Citation Penalties

9. PowerPoint Presentation

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RESOLUTION NO. 25-0039

A RESOLUTION OF THE MANHATTAN BEACH CITY

COUNCIL APPROVING A COASTAL DEVELOPMENT

PERMIT TO ALLOW MODIFICATIONS TO THE PUBLIC

PARKING METER RATES FOR ON-STREET SPACES AND

BEACH PUBLIC PARKING LOT S WITHIN THE
APPEALABLE PORTION OF THE CITY’S COASTAL ZONE
THE MANHATTAN BEACH CITY COUNCIL DOES HEREBY RESOLVE AS FOLLOWS:

SECTION 1 . On February 16, 2010, the City Council adopted Resolution No. 6 2 4 4 approving a Coastal Development Permit to adopt and implement the Downtown Coastal Zone Parking Management Program on a permanent basis, including modifications to public parking meter rates and related parking revisions within the appealable portion of the City’s Coastal Zone.

SECTION 2. On August 21, 2018, the City Council adopted Resolution No. 18- 0113 approving a Coastal Development Permit to allow modifications to public parking meter rates within the appealable portion of the City’s Coastal Zone. Within the appealable portion, this increased the public parking meter rate to $1.75 per hour for on-street parking (previously $1.25 per hour) and $2.00 per hour for pier and beach parking lots (previously $1.50 per hour).

SECTION 3. On September 15, 2020, the City Council adopted Resolution No. 20-0114 approving a Coastal Development Permit to increase public parking meter rates to a uniform rate of $2.00 per hour for on -street meters (previously $1.75 per hour) and City-owned parking lots (previously $1.50 per hour) within the appealable portion of the City’s Coastal Zone.

SECTION 4. On March 16, 2021, the City Council adopted Resolution No. 21- 0025, approving a Coastal Development Permi t to increase public parking meter rates from $2.00 per hour to $2.50 per hour at certain locations within the appealable portion of the City’s Coastal Zone. These locations included the following State Pier and County public parking lots: Upper and Lower Pier (Manhattan Beach Boulevard/Ocean Drive and The Strand) , El Porto (45 th Street and The Strand), and Bruce’s Beach (26 th Street/Ocean Drive) .

SECTION 5. On April 8, 2025, the Finance Department (“Applicant”) applied for Coastal Development Permits to modify parking permit rates for commercia l parking permits, and parking meter rates for on -street public parking spaces and public parking spaces in City, County, and State-owned public parking lots (“Project”).

SECTION 6. Coastal development permits are governed by Chapter A.96 of the LCP.

Section A.96.040 specifies that, “A coastal development permit is required for any development, including gates, parking controls, new locations for parking meter areas, changes in fee structure, expansion of times and hours in which monthly permits may be offered, or other devices in the coastal zone that change the availability of long and short term public parking, including, but not limited to, changes in the operation of the City parking management program established in §A.64.230.” The subject request includes an increase in parking rates for the Commercial Permit Parking Program, on-street meters, city- owned lot meters, and State Pier and County lot meters. Therefore, a Coastal Dev elopment Permit is required .

SECTION 7. On April 15, 2025, the City Council conducted a duly noticed public hearing to consider the Project, during which the City Council received a presentation by staff and provided an opportunity for the public to provide evidence and testimony. The City Council also received and reviewed written testimony received by City prior to and during the public hearing.

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SECTION 8. The City Council finds that the Project, as defined herein, is not a project as defined in Section 15378 of the California Environment Quality Act (CEQA) Guidelines.

Therefore, pursuant to Section 15060(c)(3) of the State CEQA Guidelines the activity is not subject to CEQA.

SECTION 9. The record of the public hearing indicates:

A. The public parking spaces are located in Area Districts III and IV, and are located in Commercial, Open Space, and Public and Semi -Public zoning districts in the appealable portion of the City’s Coastal Zone . The zoning of the spaces is consistent with the respective General Plan designations for each space.

B. The City conducted a parking meter survey, which is on file with the City Finance Department, which indicates that the proposed rates are consistent with, or comparable to, the rates in o ther beach communities. Additionally, the City’s ongoing Parking Management Study supports the proposed rate increases due to the high demand for parking in the city.

C. The Project is consistent with the following General Plan goals:
• Land Use Goal LU -6: Maintain the viability of commercial areas of Manhattan Beach.

The viability of commercial areas depends on a range of factors, including having various types of services and amenities available to residents and visitors. Providing adequate and well -maintained parking facilities supports access to the City’s commercia l areas. The proposed changes to the parking meter rates support the Downtown and North End commercial viability. • Land Use Goal LU -7: Continue to support and encourage the viability of the Downtown area of Manhattan Beach.

Downtown Manhattan Beach has a variety of commercial and recreational uses, including but not limited to, coffee shops, restaurants, retail stores and the beach. As proposed , the modifications to the parking meter and commercial parking permit rates to increase them to market rates will support the provision of conveniently located parking facilities . Adopting modern parking rates encourages regular turnover of parking spaces, which encourages a greater number of patrons visiting the area, thus contributing to the economic vitality of Downtown Manhattan Beach.
• Mobility Plan Goal I -3: Ensure adequate parking and loading facilities are available to support both residential and commercial needs while reducing adverse parking and traffic impacts.

SECTION 10. Based upon substantial evidence in the record, and pursuant to LCP Section A.96.150, the City Council hereby makes the following findings:

A. That the project, as described in the application and accompanying materials, or as modified by the conditions of approval, conforms with the certified Local Coastal Program.

The on-street, State Pier, and County public parking spaces are located in Area Districts III and IV, and are located in Commercial, Open Space, and Public and Semi-Public zoning districts. The zoning of the spaces is consistent with the respective General Plan designations for each space. The proposed parking meter 337

rate increases are allowed through a Coastal Development Permit. There are no proposed changes of use at the State Pier and County beach lots within these zoning districts. As such, the project , as condition ed, conforms with the City’s certified LCP.

B. If the project is located between the first public road and the sea, that the project is in conformity with the public access and recreation policies of Chapter 3 of the Coastal Act of 1976 (Commencing with Section 30200 of the Public Resources Code).

A. COASTAL ACCESS POLICIES
A. Parking Policies
Policy I.C.11: Maintain the existing public parking system in the vicinity of Valley/Ardmore/Manhattan Beach Boulevard to provide parking out of the downtown area.

There are no proposed physical changes to the existing public parking areas.

The project scope is limited to increasing the parking meter rates for on-street meters and the State Pier and County public parking lots.

Policy I.C.15: Continue management of existing parking facilities through enforcement to improve efficiency by keeping on -street spaces available for short-term users and encouraging the long-term parkers to use off-street parking lots.

The proposed parking meter rate increases for on-street public parking spaces and the State Pier and County lot public spaces to provide modern pricing supports the provision and maintenance of both short-term and long -term parking facilities. Providing uniform pricing across the public parking meters at on-street spaces as well as at the various State Pier and County lots aligns with this goal of improving efficiency. Furthermore, market -rate pricing encourages regular turnover and increased access to loc al desirable destinations.

SECTION 11. Based upon the foregoing, the City Council hereby APPROVES the Project, subject to the conditions below.

1. The approval herein is for the following parking rate modifications:
• On-street public parking meter rate increase from $2.00 per hour to $3.00 per hour; and
• State Pier and County parking lot meter rate increase from $2.50 per hour to $3.00 per hour

2. This Coastal Development Permit may be reviewed by the Community Development Department at any time in the future for the purpose of determining whether the increase has any adverse impact upon access to the coast.

3. Any questions of intent or interpretation of any condition will be reviewed by the Community Development Director to determine if City Council review and action is required.

SECTION 12. The City Clerk shall certify the adoption of this Resolution.

SECTION 13. This entitlement shall lapse one year after its date of approval unless implemented or extended pursuant to Section A.96.0170 of the LCP.

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ADOPTED on April 15, 2025.

AYES:

NOES:

ABSENT:

ABSTAIN:

________________________________

AMY THOMAS HOWORTH
Mayor

ATTEST:

______________________________

LIZA TAMURA
City Clerk

339
RESOLUTION NO. 25-0040

A RESOLUTION OF THE MANHATTAN BEACH CITY

COUNCIL APPROVING A COASTAL DEVELOPMENT

PERMIT TO ALLOW MODIFICATIONS TO THE

COMMERCIAL PARKING PERMIT RATES AND PUBLIC

PARKING METER RATES FOR ON-STREET SPACES AND

CITY-OWNED LOTS , WITHIN THE NON-APPEALABLE
PORTION OF THE CITY’S COASTAL ZONE

THE MANHATTAN BEACH CITY COUNCIL DOES HEREBY RESOLVE AS FOLLOWS:

SECTION 1. On February 16, 2010, the City Council adopted Resolution No. 6 2 4 5 approving a Coastal Development Permit to adopt and implement the Downtown Coastal Zone Parking Management Program on a permanent basis , including modifications to public parking meter rates and related parking revisions within the non- appealable portion of the City’s Coastal Zone.

SECTION 2. On August 21, 2018, the City Council adopted Resolution No. 18- 0114 approving a Coastal Development Permit to allow modifications to public parking meter rates within the non-appealable portion of the City’s Coastal Zone. Within the non- appealable portion, this increased the public parking meter rate to $1.75 per hour for on- street parking (previously $1.25 per hour) and $1.50 per hour for City-owned lots.

SECTION 3. On September 15, 2020, the City Council adopted Resolution No. 20-0115, approving a Coastal Development Permit to increase public parking meter rates to a uniform rate of $2.00 per hour for on -street meters (previously $1.75 per hour) and City -owned parking lots (previously $1.50 per hour) within the appealable and non-appealable portions of the City’s Coastal Zone.

SECTION 4. On April 8, 2025, the Finance Department (“Applicant”) applied for Coastal Development Permits to modify parking permit rates for commercia l parking permits, and parking meter rates for on-street public parking spaces and public parking spaces in City, County, and State-owned public parking lots (“Project”).

SECTION 5. Coastal development permits are governed by Chapter A.96 of the LCP. Sections A.96.040 and A.96.230 specify that, “A coastal development permit is required for any development, including gates, parking controls, new locations for parking meter areas, changes in fee structure, expansion of times and hours in which monthly permits may be offered, or other devices in the co astal zone that change the availability of long and short term public parking, including, but not limited to, changes in the operation of the City parking management program established in §A.64.230. ” The subject request includes an increase in parking rates for the Commercial Permit Parking Program, on-street meters, city-owned lot meters, and State Pier and County lot meters.

Therefore, a Coastal Development Permit is required.

SECTION 6. On April 15, 2025, the City Council conducted a duly noticed public hearing to consider the Project, during which the City Council received a presentation by staff and provided an opportunity for the public to provide evidence and testimony. The City Council also received and reviewed written testimony received by City prior to and during the public hearing.

SECTION 7. The City Council finds that the Project, as defined herein, is not a project as defined in Section 15378 of the California Environment Quality Act (CEQA) Guidelines.

Therefore, pursuant to Section 15060(c)(3) of the State CEQA Guidelines the activity is not subject to CEQA.

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SECTION 8. The record of the public hearing indicates:

A. The public parking spaces are located in Area Districts III and IV, and are located in Commercial, Open Space, and Public and Semi -Public zoning districts in the non-appealable portion of the City’s Coastal Zone . The zoning of the spaces is consistent with the respective General Plan designations for each space.

B. The City conducted a parking permit fee survey, which is on file with the City Finance Department, which indicates that the proposed permit fee increases are consistent with, or comparable to, the rates in other beach communities.

C. The City conducted a parking meter rate survey, which is on file with the City Finance Department, which indicates that the proposed rates are consistent with, or comparable to, the rates in o ther beach communities. Additionally, the City’s ongoing Parking Management Study supports the proposed rate increases due to the high demand for parking in the city.

D. The Project is consistent with the following General Plan goals:
• Land Use Goal LU -6: Maintain the viability of commercial areas of Manhattan Beach.

The viability of commercial areas depends on a range of factors, including having various types of services and amenities available to residents and visitors.

Providing adequate and well-maintained parking facilities supports access to the City’s commercia l areas . The proposed changes to the parking meter and commercial parking permit rates (which are primarily utilized by local businesses and their employees) support the Downtown and North End commercial viability. • Land Use Goal LU -7: Continue to support and encourage the viability of the Downtown area of Manhattan Beach.

Downtown Manhattan Beach has a variety of commercial and recreational uses, including but not limited to, coffee shops, restaurants, retail stores and the beach.

As proposed, the modifications to the parking meter and commercial parking permit rates to increase them to market rates will support the provision of conveniently located parking facilities. Adopting modern parking rates encourages regular turnover of parking spaces, which encourages a greater number of patrons visiting the area, thus contributing to the economic vitality of Downtown Manhattan Beach.
• Mobility Plan Goal I -3: Ensure adequate parking and loading facilities are available to support both residential and commercial needs while reducing adverse parking and traffic impacts.

The proposed fee-related changes will result in additional annual revenue across the associated funds, which are necessary to support ongoing parking infrastructure needs and related activity. The proposed rate changes align with the goal of efficient use of limited parking resources through the provision of market-based pricing. Furthermore, the proposed rate adjustments for the commercial parking permits are consistent with the City’s parking management approach outlined in LCP Section A.64.230.

E. LCP Section A. 64.230 is related to the Parking Management Program for the Coastal Zone and contains provisions for a program that includes certain access and operational provisions for public parking facilities identified therein . The commercial parking permits are an existing component of this program.

SECTION 9. Based upon substantial evidence in the record, and pursuant to LCP Section A.96.150, the City Council hereby makes the following findings:

A. That the project, as described in the application and accompanying materials, or as modified by the conditions of approval, conforms with the certified Local Coastal Program.
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The on -street and City -owned lot public parking spaces are located in Area Districts III and IV, and are located in Commercial, Open Space, and Public and Semi-Public zoning districts. The zoning of the spaces is consistent with the respective General Plan designations for each space. The proposed parking meter rate increases are allowed through a Coastal Development Permit. There are no proposed changes of use at the City-owned lots within these zoning districts. As such, the project , as conditioned, conforms with the City’s certified LCP.

The portion of the project which is subject to this CDP is not located between the first public road and the sea. Therefore, this finding is not applicable.

SECTION 10. Based upon the foregoing, the City Council hereby APPROVES the Project, subject to the conditions below.

1. The approval herein is for the following parking rate modifications:
• Commercial Parking Permit Program rates for bi-annual and monthly permits as set forth below:
• Monthly permit rate increase from $27.00 per month to $65.00 per month; and
• Bi-annual permit rate increase from $160.00 ($100.00 bulk rate) per month to $250.00 per month
• On-street public parking meter rate increase from $ 2.00 per hour to $3.00 per hour; and
• City-owned public parking lot meter rate increase from $ 2.00 per hour to $3.00 per hour.

3. Any questions of intent or interpretation of any condition will be reviewed by the Community Development Director to determine if City Council review and action is required.

SECTION 11. The City Clerk shall certify the adoption of this Resolution.

SECTION 12. This entitlement shall lapse one year after its date of approval unless implemented or extended pursuant to Section A.96.0170 of the LCP.

ADOPTED on April 15, 2025.

AYES:

NOES:

ABSENT:

ABSTAIN:

________________________________

AMY THOMAS HOWORTH
Mayor

ATTEST:

342

______________________________

LIZA TAMURA
City Clerk
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Effective 07/01/2024

MASTER APPLICATION FORM

CITY OF MANHATTAN BEACH

COMMUNITY DEVELOPMENT DEPARTMENT

________________________________________________
Project Address
________________________________________________
Legal Description
_____________________ ____________________________
General Plan Designation Zoning Designation Area District

For projects requiring a Coastal Development Permit, select one of the following determinations 1:

Project located in Appeal Jurisdiction
Major Development (Public Hearing required)
Minor Development (Public Hearing, if requested)
Project not located in Appeal Jurisdiction
Public Hearing Required (due to UP, Var, ME, etc.)
No Public Hearing Required

Submitted Application (check all that apply)
( ) Appeal to PC/PPIC/BBA/CC 4225 ________ ( ) Use Permit (Residential) 4330 ________ ( ) Coastal Development Permit 4341 ________ ( ) Use Permit (Commercial) 4330 ________ ( ) Continuance 4343 ________ ( ) Use Permit Amendment 4332 ________ ( ) Cultural Landmark 4336 ________ ( ) Variance 4331 ________ ( ) Environmental Assessment 4225 ________ ( ) Park/Rec Quimby Fee 4425 ________ ( ) Minor Exception 4333 ________ ( ) Pre-application meeting 4425 ________ ( ) Subdivision (Map Deposit) 4300 ________ ( ) Public Hearing Notice 4339 ________ ( ) Subdivision (Tentative Map) 4334 ________ ( ) Lot Merger/Adjust./$15 rec. 4225 _______ ( ) Subdivision (Final) 4334 ________ ( ) Zoning Business Review 4337 ________ ( ) Subdivision (Lot Line Adjust.) 4335 ________ ( ) Zoning Report 4340 ________ ( ) Telecom (New or Renewed) 4338 ________ ( ) Other _________________ ________

Fee Summary: (See fees on reverse side)
Total Amount: $ (less Pre-Application Fee if applied within past 3 months) Receipt Number: Date Paid: Cashier:

Applicant(s)/Appellant(s) Information

_____________________________________________________________________ Name
_____________________________________________________________________ Mailing Address
_____________________________________________________________________ Applicant(s)/Appellant(s) Relationship to Property
_____________________________________________________________________ Contact Person (include relation to applicant/appellant) Phone number / email _____________________________________________________________________ Address

Applicant(s)/Appellant(s) Signature Phone number / email

Complete Project Description- including any demolition (attach additional pages as necessary)
____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________

1 An Application for a Coastal Development Permit shall be made prior to, or concurrent with, an application for any other permit or approvals required for the project by the City of Manhattan Beach Municipal Code. (Continued on reverse)

Office Use Only
Date Submitted:

Received By:

F&G Check Submitted:
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Effective 07/01/2024

OWNER'S AFFIDAVIT

STATE OF CALIFORNIA

COUNTY OF LOS ANGELES

I/We being duly sworn, depose and say that I am/we are the owner(s) of the property involved in this application and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my/our knowledge and belief(s).

Signature of Property Owner(s) – (Not Owner in Escrow or Lessee)

Print Name

Mailing Address

Telephone/email
Subscribed and sworn to (or affirmed) before me this day of , 20____ by_______________________________________________________________, proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me.

Signature ______________________

Fee Schedule Summary
Below are the fees typically associated with the corresponding applications. Additional fees not shown on this sheet may apply – refer to current City Fee Resolution (contact the Planning Division for assistance.) Fees are subject to annual adjustment.

Submitted Application (circle applicable fees, apply total to Fee Summary on application) Coastal Development Permit
Public hearing – no other discretionary approval required: $ 4,202 Public hearing – other discretionary approvals required: 2,070 No public hearing required – administrative: 1,607 Transfer: 167
Use Permit
Use Permit: $ 8,948 Master Use Permit: 11,626 Master Use Permit Amendment: 7,876 Master Use Permit Conversion: 5,326 Variance
Filing Fee: $ 8,985 Minor Exception
Without notice: $ 378 With notice: 1,686 Subdivision
Certificate of Compliance: $ 1,755
Final Parcel Map + mapping deposit: 642
Final Tract Map + mapping deposit: 921
Mapping Deposit (paid with Final Map application): 500 Merger of Parcels or Lot Line Adjustment: 1,264 Quimby (Parks & Recreation) fee (per unit/lot): 1,817 Tentative Parcel Map (4 or less lots / units) No Public Hearing: 1,486 Tentative Parcel Map (4 or less lots / units) Public Hearing: 3,755 Tentative Tract Map (5 or more lots / units) No Public Hearing: 4,326 Environmental Review (contact Planning Division for applicable fee) Environmental Assessment (no Initial Study prepared): $ 215 Environmental Assessment (if Initial Study is prepared): 3,133 Public Hearing Notice applies to all projects with public hearings and covers the City’s costs of envelopes, postage and handling the mailing of public notices. Add this to filing fees above, as applicable:

Coastal Permit – 100 ft. Radius $ 184
Large Family Daycare – 100 ft. Radius 57
Minor Exception – 300 ft. Radius 228
Other Permits – 300 to 500 ft. Radius 412
Code, General Plan, Zoning Amendments 588
Notary Public
SEAL
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. ******************************************************************************************************************* 345
Effective 07/01/2024

MASTER APPLICATION FORM

CITY OF MANHATTAN BEACH

COMMUNITY DEVELOPMENT DEPARTMENT

For projects requiring a Coastal Development Permit, select one of the following determinations 1:

Fee Summary: (See fees on reverse side)
Total Amount: $ (less Pre-Application Fee if applied within past 3 months) Receipt Number: Date Paid: Cashier:

Applicant(s)/Appellant(s) Information

Applicant(s)/Appellant(s) Signature Phone number / email

Office Use Only
Date Submitted:

Received By:

F&G Check Submitted:
346
Effective 07/01/2024

OWNER'S AFFIDAVIT

STATE OF CALIFORNIA

COUNTY OF LOS ANGELES

Signature of Property Owner(s) – (Not Owner in Escrow or Lessee)

Print Name

Mailing Address

Signature ______________________

A RESOLUTION OF THE MANHATTAN BEACH CITY

COUNCIL INCREASING PARKING METER RATES
OUTSIDE THE COASTAL ZONE TO $3.00 PER HOUR

THE MANHATTAN BEACH CITY COUNCIL HEREBY RESOLVES AS
FOLLOWS:

SECTION 1. On April 8, 2025, the Finance Department applied for Coastal Development Permits to modify parking meter rates for on -street public parking spaces and public parking spaces in City, County, and State-owned public parking lots within the Coastal Zone.

SECTION 2. The adoption of this Resolution approves and sets forth a procedure for increasing parking meter rates for the purpose of meeting increased operating and capital expenses related to parking facilities and is, therefore, exempt from the California Environmental Quality Act (Public Resources Code Sections 21080 et seq.) pursuant to Public Resources Code Section 21080(b)(8)(A).

SECTION 3. The City Council hereby approves a n increase from $2.00 to $3.00 per hour for all parking meters outside the Coastal Zone.

SECTION 4. This Resolution shall be effective upon passage , however, the increase in parking meter rates will become effective on May 1, 2025.

SECTION 5. The City Clerk shall certify to the adoption of this Resolution.

ADOPTED on April 15, 2025.

AYES:

NOES:

ABSENT:

ABSTAIN:

_________________________________

AMY THOMAS HOWORTH
Mayor

ATTEST:
_________________________________

LIZA TAMURA
City Clerk
348
Rosecrans Ave
Marine Ave
Manhattan Beach Blvd
Artesia Blvd
Aviation Blvd
Sepulveda Blvd
Valley Dr
Ardmore Ave
Highland Ave
City of Manhattan Beach
Parking Meter Locations
Parking Meters
Coastal Zone
Non-Appealable
Appealable /
04/07/2025
349
RESOLUTION NO. 25-0042

A RESOLUTION OF THE MANHATTAN BEACH CITY
COUNCIL APPROVING A $12.00 INCREASE IN PARKING

CITATION PENALTIES AND ADJUSTING THE LATE

PENALTY FEE FOR PARKING CITATIONS

THE MANHATTAN BEACH CITY COUNCIL HEREBY RESOLVES AS
FOLLOWS:

SECTION 1. California Vehicle Code Section 40203.5 authorizes the City to establish parking penalties for parking violations and late payment penalties. The parking penalties for parking violations and late payment penalties established by this Resolution comply in all respects with the requirements of California Vehicle Code Sections 40200 to 40230 inclusive, and other applicable law and are necessary for the protection of the public health: safety, interest, and general welfare.

SECTION 2. The adoption of this Resolution approves and sets forth a procedure for increasing reasonable penalties for the purpose of meeting increased operating and capital expenses of City departments and is, therefore, exempt from the California Environmental Quality Act (Public Resources Code Sections 21080 et seq.) pursuant to Public Resources Code Section 21080(b)(8)(A).

SECTION 3. Based upon the foregoing, the City Council hereby approves a $12.00 increase in the penalties for the parking violations identified on Exhibit A.

SECTION 4. Based upon the foregoing, the City Council hereby increases the late penalty fee to: ______________________.

SECTION 5. The revised Schedule of Parking Citation Penalties is attached hereto as Exhibit A and is hereby incorporated herein by this reference.

SECTION 6. The City Manager is hereby authorized to adjust future parking citation rates, on a one-to-one basis, by any dollar or percentage surcharge imposed on parking citations by federal, state or county government.

SECTION 7. This Resolution shall be effective upon passage , however, the $12.00 increase in parking citation penalties will become effective on May 1, 2025.

SECTION 8. The Council hereby directs the City Clerk to insert the late penalty fee into Section 5.

SECTION 9. The City Clerk shall certify to the adoption of this Resolution.

350
ADOPTED on April 15, 2025.

AYES:

NOES:

ABSENT:

ABSTAIN:

_________________________________

AMY THOMAS HOWORTH
Mayor

ATTEST:
_________________________________

LIZA TAMURA
City Clerk
351
# Code Section Description Current
Fine
Proposed
Fine
($12 Increase)
Current
Late Penalty
Proposed
Late Penalty
Option 1
(100% of Fine)
Proposed
Late Penalty
Option 2
($7 Increase)
1 1412030 14.12.030 MC TRAFFIC DEVICE $53.00 $65.00 $31.00 $65.00 $38.00 2 1412090 14.12.090 MC UNAUTHORIZED PAINTING/CURB $55.00 $67.00 $31.00 $67.00 $38.00 3 1428110 14.28.110 MC PARKING ON PIER $55.00 $67.00 $31.00 $67.00 $38.00 4 1428120 14.28.120 MC PARKING ON SAND/BEACH $53.00 $65.00 $31.00 $65.00 $38.00 5 1428150 14.28.150 MC WALK STREET $53.00 $65.00 $31.00 $65.00 $38.00 6 1428170 14.28.170 MC VEH PROHIBITED IN CITY PARK $53.00 $65.00 $31.00 $65.00 $38.00 7 1436030 14.36.030 MC PARKWAY $53.00 $65.00 $31.00 $65.00 $38.00 8 1436050A 14.36.050A MC WITHIN ISLANDS $53.00 $65.00 $31.00 $65.00 $38.00 9 1436050B 14.36.050 (B) MC PROJECT/LINES $53.00 $65.00 $31.00 $65.00 $38.00 10 1436050C 14.36.050C MC HAZARD AREA $53.00 $65.00 $31.00 $65.00 $38.00 11 1436050D 14.36.050D MC NO PARKING $53.00 $65.00 $31.00 $65.00 $38.00 12 1436050F 14.36.050F STOP/HAZARD $53.00 $65.00 $31.00 $65.00 $38.00 13 1436050G 14.36.050G MC STREET SWEEPING $53.00 $65.00 $31.00 $65.00 $38.00 14 1436050H 14.36.050 (H) MC 25 FT OF SIGN $53.00 $65.00 $31.00 $65.00 $38.00 15 1436050I 14.36.050 (I) MC 25 FT OF CROSSWALK $53.00 $65.00 $31.00 $65.00 $38.00 16 1436050J 14.36.050 (J) MC 25 FT OF BLVD. STOP $53.00 $65.00 $31.00 $65.00 $38.00 17 1436060 14.36.060 MC OVER 72 HOURS $53.00 $65.00 $31.00 $65.00 $38.00 18 1436070 14.36.070 MC DEMO/SALE/LEASE $53.00 $65.00 $31.00 $65.00 $38.00 19 1436080 14.36.080 MC REPAIR VEHICLE/STREET $53.00 $65.00 $31.00 $65.00 $38.00 20 1436090 14.36.090 MC WASH/POLISH VEHICLE $53.00 $65.00 $31.00 $65.00 $38.00 21 1436100 14.36.100 MC ADJACENT SCHOOL $53.00 $65.00 $31.00 $65.00 $38.00 22 1436120 14.36.120 MC SAFE ON GRADE/WHEELS NOT $53.00 $65.00 $31.00 $65.00 $38.00 23 1436150 14.36.150 MC TEMPORARY PARKING PROHIBITED $53.00 $65.00 $31.00 $65.00 $38.00 24 1436170 14.36.170 MC VALET PARKING PROHIBITED $53.00 $65.00 $31.00 $65.00 $38.00 25 1436180 14.36.180 MC PKG OF DETACHED VEH AND $149.00 $161.00 $31.00 $161.00 $38.00 26 1440010 14.40.010 MC OVERTIME 24 MINUTE/INDEF $53.00 $65.00 $31.00 $65.00 $38.00 27 1440030 14.40.030 MC LIMITED PARKING - (1 HOUR) $53.00 $65.00 $31.00 $65.00 $38.00 28 1440040 14.40.040 MC LIMITED PARKING - (2 HOUR) $53.00 $65.00 $31.00 $65.00 $38.00 29 1440050 14.40.050 MC PARALLEL ONE WAY $53.00 $65.00 $31.00 $65.00 $38.00 30 1440060 14.40.060/070 MC NOT W/IN LINES/FRNT WHL 6" CRB $53.00 $65.00 $31.00 $65.00 $38.00 31 1440070 14.40.070 MC IN LINES $53.00 $65.00 $31.00 $65.00 $38.00 32 1440080 14.40.080 MC COMPACT SPACES $53.00 $65.00 $31.00 $65.00 $38.00 33 1440090 14.40.090 MC NO STOP ZONE $53.00 $65.00 $31.00 $65.00 $38.00 34 1440100 14.40.100 MC D P EXEMPT $53.00 $65.00 $31.00 $65.00 $38.00 35 1440110 14.40.110 MC PUBLIC PROPERTY $53.00 $65.00 $31.00 $65.00 $38.00 36 14401101 14.40.110/120 MC PUBLIC/PRIVATE PROPERTY $53.00 $65.00 $31.00 $65.00 $38.00 37 1440110B 14.40.110B MC HEAD IN ONLY $53.00 $65.00 $31.00 $65.00 $38.00 38 1440120 14.40.120 MC PRIVATE PROPERTY $53.00 $65.00 $31.00 $65.00 $38.00 39 1440150 14.40.150 MC OPEN LOT $53.00 $65.00 $31.00 $65.00 $38.00 40 1440160 14.40.160 MC OPPOSITE/FRONT GARAGE $53.00 $65.00 $31.00 $65.00 $38.00 41 1444020 14.44.020 MC COMMERICIAL VEH PROHIBITED $81.00 $93.00 $31.00 $93.00 $38.00 42 1444030 14.44.030 MC COMMERCIAL PLATES REQUIRED $53.00 $65.00 $31.00 $65.00 $38.00 43 1444030A 14.44.030 (A) MC PERMISSION TO LOAD OR UNLOAD $53.00 $65.00 $31.00 $65.00 $38.00 44 1444040 14.44.040 MC STOP/COM/LOAD $53.00 $65.00 $31.00 $65.00 $38.00 45 1444050 14.44.050 MC STOP/WHITE ZONE $53.00 $65.00 $31.00 $65.00 $38.00 46 1444060 14.44.060 MC STOP/ALLEY $53.00 $65.00 $31.00 $65.00 $38.00 47 1444070 14.44.070 MC BUS ZONE $53.00 $65.00 $31.00 $65.00 $38.00 48 1446020 14.46.020 MC PKG OVERSIZED VEH AND TRLRS $149.00 $161.00 $31.00 $161.00 $38.00 49 1448010B 14.48.010 (B) MC OFF T RUCK ROUTE EXCEEDS 3 $81.00 $93.00 $31.00 $93.00 $38.00 50 1448020 14.48.020 MC COMERCIAL VEHICLE PROHIBITED $81.00 $93.00 $31.00 $93.00 $38.00 51 21113A 21113 (A) CVC PUBLI C GROUNDS/NO STOP $53. 00 $65.00 $31.00 $65.00 $38.00 52 225001 22500.1 CVC FIRE LANE $111.00 $123.00 $31.00 $123.00 $38.00 53 22500A 22500 (A) CVC IN INTERSECTION $53.00 $65.00 $31.00 $65.00 $38.00 54 22500B 22500 (B) CVC PARKING IN CROSSWALK $53.00 $65.00 $31.00 $65.00 $38.00 55 22500C 22500 (C) CVC SAFETY ZONE/CURB $53.00 $65.00 $31.00 $65.00 $38.00 56 22500E 22500 (E) CVC BLOCKING DRIVEWAY $53.00 $65.00 $31.00 $65.00 $38.00 57 22500F 22500 (F) CVC PARKING ON SIDEWALK $53.00 $65.00 $31.00 $65.00 $38.00 58 22500G 22500 (G) CVC OBSTRUCT TRAFFIC $53.00 $65.00 $31.00 $65.00 $38.00 59 22500H 22500 (H) CVC DOUBLE PARKED $53.00 $65.00 $31.00 $65.00 $38.00 60 22500I 22500 (I) CVC BUS ZONE $53.00 $65.00 $31.00 $65.00 $38.00 61 22500J 22500 (J) CVC TUBE OR TUNNEL $53.00 $65.00 $31.00 $65.00 $38.00 62 22500K 22500 (K) CVC ON BRIDGE $53.00 $65.00 $31.00 $65.00 $38.00 63 22500O 22500 (O) CVC 15' FIRE STATION $63.00 $75.00 $31.00 $75.00 $38.00 64 22502A 22502 (A) CVC WRONG DIRECTION/CURB $53.00 $65.00 $31.00 $65.00 $38.00 Schedule of Parking Citation Penalties
Exhibit A
352
# Code Section Description Current
Fine
Proposed
Fine
($12 Increase)
Current
Late Penalty
Proposed
Late Penalty
Option 1
(100% of Fine)
Proposed
Late Penalty
Option 2
($7 Increase)
Schedule of Parking Citation Penalties
Exhibit A
65 22505 22505 CVC POSTED/PROHIB $53.00 $65.00 $31.00 $65.00 $38.00 66 225078 22507.8 (A) CVC IN DISABLED SPACE $338.00 $350.00 $31.00 $350.00 $38.00 67 225078A 22507.8 (A) CVC IN DISABLED SPACE $338.00 $350.00 $31.00 $350.00 $38.00 68 225078B 22507.8 (B) CVC BLOCKING HANDIC APPED SPACE $338.00 $350. 00 $31.00 $350.00 $38.00 69 225078C 22507.8 (C) CVC NO PARKING CROSSHATCH $338.00 $350.00 $31.00 $350.00 $38.00 70 22514 22514 CVC 15 FT OF FIRE HYDRANT $53.00 $65.00 $31.00 $65.00 $38.00 71 22515 22515 CVC UNATTENDED VEHICLE $53.00 $65.00 $31.00 $65.00 $38.00 72 22516 22516 CVC PERSON LOCKED IN VEHICLE $53.00 $65.00 $31.00 $65.00 $38.00 73 22521 22521 CVC WITHIN 7 1/2' RR TRACKS $53.00 $65.00 $31.00 $65.00 $38.00 74 22522 22522 CVC 3 FT OF ACCESS RAMP $53.00 $65.00 $31.00 $65.00 $38.00 75 22526 22526 CVC BLOCKING INTERSECTION $118.00 $130.00 $31.00 $130.00 $38.00 76 22526A 22526 (A) CVC GRIDLOCK LAW $68.00 $80.00 $31.00 $80.00 $38.00 77 22700 22700 CVC ABANDONED VEHICLE $68.00 $80.00 $31.00 $80.00 $38.00 78 23127 23127 CVC NO MOVING VEH/POSTED PATH $53.00 $65.00 $31.00 $65.00 $38.00 79 24401 24401 CVC LOW BEAM $53.00 $65.00 $31.00 $65.00 $38.00 80 26709A 26709 (A) CVC NO REAR VIEW MIRROR $53.00 $65.00 $31.00 $65.00 $38.00 81 27155 27155 CVC FUEL CAP $53.00 $65.00 $31.00 $65.00 $38.00 82 324060A 3.24.060 (A) MC METER EXPIRED $53.00 $65.00 $31.00 $65.00 $38.00 83 324060B 3.24.060 (B) MC OVER POSTED LIMIT $53.00 $65.00 $31.00 $65.00 $38.00 84 324060C 3.24.060(C) MC OVER POSTED LIMIT $53.00 $65.00 $31.00 $65.00 $38.00 85 324110L 3.24.110L MC OVERTIME $53.00 $65.00 $31.00 $65.00 $38.00 86 324110M 3.24.110M MC OVERTIME $53.00 $65.00 $31.00 $65.00 $38.00 87 324140 3.24.140 MC NO PERMIT $53.00 $65.00 $31.00 $65.00 $38.00 88 4000A 4000 (A) CVC REGISTRATION REQ $89.00 $101.00 $31.00 $101.00 $38.00 89 440204B 14.44.020(A4)MC 15 MINUTE PARKING $53.00 $65.00 $31.00 $65.00 $38.00 90 44020A1 14.44.020 (A1)MC RED ZONE $53.00 $65.00 $31.00 $65.00 $38.00 91 44020A2 14.44.020(A2) MC COMMERCIAL LOADING 20 MIN $53.00 $65.00 $31.00 $65.00 $38.00 92 44020A29 14.44.020(A2)9MC GREEN/YELLOW ZONE $53.00 $65.00 $31.00 $65.00 $38.00 93 44020A3 14.44.020 (A3)MC WHITE ZONE $53.00 $65.00 $31.00 $65.00 $38.00 94 5200 5200 CVC DISPLAY LICENSE $53.00 $65.00 $31.00 $65.00 $38.00 95 5200A 5200 (A) CVC FRONT/REAR PLATE REQUIRED $53.00 $65.00 $31.00 $65.00 $38.00 96 5201 5201 CVC LICENSE SECURE $53.00 $65.00 $31.00 $65.00 $38.00 97 5204 5204 CVC CURRENT LICENSE TAB $84. 00 $96.00 $31.00 $96.00 $38.00 98 528130 5.28.130 MC EXCEEDING 24 CONTINUOUS $53.00 $65.00 $31.00 $65.00 $38.00 353
354
355
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•
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356
➢
357
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358
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•
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Agenda Date: 4/15/2025
TO:

Honorable Mayor and Members of the City Council
THROUGH:

Talyn Mirzakhanian, City Manager
FROM:

Liza Tamura, City Clerk
Martha Alvarez, Assistant City Clerk
Breana Contreras, Deputy City Clerk
SUBJECT:

Consideration of a Revision to the City Council Assignments to Include a Library Subcommittee and Appointment of Two City Councilmembers as Delegate and Alternate (No Budget Impact) (City Clerk Tamura).
(Estimated Time: 15 Mins.)

A) DISCUSS AND PROVIDE DIRECTION

B) APPOINT
_________________________________________________________ RECOMMENDATION:

Staff recommends that the City Council discuss and provide direction regarding the reintroduction of the Library Subcommittee as part of the City Council Assignments.

Additionally, it is recommended that the City Council appoint two City Councilmembers to serve as Delegate and Alternate, ensuring active participation and representation.

FISCAL IMPLICATIONS:

There are no fiscal implications associated with the recommended action.

This action is not expected to have any fiscal implications, as it does not involve budgetary allocations or expenditures. The recommended action is focused on governance and representation.

BACKGROUND:

The Library Subcommittee was first established on March 15, 2011, as an integral part of the City Council Assignments. Its primary purpose was to facilitate discussions during the pre-design phase of potential library modifications, particularly focusing on setting aside any necessary funds. The Subcommittee functioned effectively until April 4, 2017, after which it was dissolved following the conclusion of its duties.

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366
File Number: 25-0175
In light of upcoming discussions with Los Angeles County regarding expenditure of surplus funds related to the Manhattan Beach Library, there is a renewed need for the Library Subcommittee. Its reinstatement will provide a structured platform for collaboration and dialogue, ensuring the City remains proactive and well-prepared.

DISCUSSION:

During the April 1, 2025, City Council meeting, Mayor Pro Tem Lesser and Mayor Howorth emphasized the importance of re-establishing the Library Subcommittee. Their recommendation stemmed from the anticipated deliberations with Los Angeles County over surplus funds that may significantly impact the Manhattan Beach Library. Alternatively, the appointment of a new liaison was suggested, further underscoring the critical need for focused representation on this matter.

To address this request, staff has prepared a revised version of the City Council Assignments and Assignment Descriptions to include the Library Subcommittee. These updated documents are provided as attachments for review and consideration by the City Council.

The reintroduction of the Library Subcommittee will not only enhance the City’s preparedness for discussions with Los Angeles County but also reinforce its commitment to transparency, accountability, and proactive governance. Staff recommends that the City Council approve the proposed revision and proceed with appointing two City Councilmembers - one as Delegate and one as Alternate - to represent the City effectively.

Upon approval, the revised City Council Assignments documents will be finalized and published. Additionally, staff will notify the Los Angeles County Public Library - Board of Library of the appointments, laying the groundwork for constructive and collaborative discussions.

PUBLIC OUTREACH:

After analysis, staff determined that public outreach was not required for this issue.

ENVIRONMENTAL REVIEW:

The City has reviewed the proposed activity for compliance with the California Environmental Quality Act (CEQA) and has determined that the activity is not a “Project” as defined under Section 15378 of the State CEQA Guidelines; therefore, pursuant to Section 15060(c)(3) of the State CEQA Guidelines the activity is not subject to CEQA. Thus, no environmental review is necessary.

LEGAL REVIEW:

The City Attorney has reviewed this report and determined that no additional legal analysis is necessary.

ATTACHMENTS:

1. Proposed Revision to the City Council Assignments (Redline Version)

2. City Council Assignment Descriptions (Redline Version)

Page 2 ends

367
File Number: 25-0175

Page 3 ends

368
369
370
Approved March 4, 2025 Approved April 15, 2025
371
Approved March 4, 2025 Approved April 15, 2025
372
Approved March 4, 2025 Approved April 15, 2025
373
Approved March 4, 2025 Approved April 15, 2025
374
Agenda Date: 4/15/2025
TO:

Honorable Mayor and Members of the City Council
THROUGH:

Talyn Mirzakhanian, City Manager
FROM:

Erick Lee, Public Works Director
Nicky Petroff, Senior Management Analyst
SUBJECT:

Consideration of a Plan to Transition Parking Payment Infrastructure to Payment Kiosks and Mobile Pay Options (Unbudgeted) (Public Works Director Lee). (Estimated Time: 30 Mins.)

DISCUSS AND PROVIDE DIRECTION
_________________________________________________________ RECOMMENDATION:

Staff recommends that the City Council discuss and provide direction on a plan to transition parking payment infrastructure to payment kiosks and mobile pay options.

FISCAL IMPLICATIONS:

The proposed plan is estimated to cost approximately $3.09 million for implementation, which includes the purchase and installation of pay stations, signage, digital displays, and upgrades to the License Plate Recognition (LPR) system. Ongoing annual costs are estimated at $475,300, which includes software licensing, transaction fees, and warranty coverage.

Currently, the City is responsible for all out-of-pocket expenses related to parts and equipment replacements and transaction fees associated with parking meter credit card payments. The proposed plan includes warranty coverage for both the LPR system and pay stations, enabling the City to plan and manage future budgets more effectively. Additionally, the updated system offers opportunities to streamline transaction processing, potentially reducing per-transaction fees through more efficient payment methods. If directed by the City Council to proceed, a budget to support this plan will be included as part of the Fiscal Year 2025-2026 budget process.

BACKGROUND:

On March 14, 2023, the City Council directed staff to place “Parking Meter and Kiosk

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375
File Number: 25-0106
Exploration” on the City Council Work Plan. This project involves updating the City’s parking payment infrastructure and moving away from single-space meters in appropriate parking areas.

The City currently operates 1,275 single-space meters and 12 pay stations. These systems have nearly reached the end of their useful life, are costly to maintain, and are prone to technical issues. To address these challenges, the City contracted with Dixon Resources Unlimited to develop a Parking Technology Roadmap (Roadmap) that identifies strategies to improve parking payment infrastructure and implement modernized systems. The Roadmap is included as an attachment to this report.

DISCUSSION:

Transitioning from single-space parking meters to centralized kiosks and mobile payment systems, as described in the Roadmap, offers several overarching benefits to the community by modernizing technology and streamlining parking operations. This shift will provide for better integration of parking systems, allowing for more efficient management of resources, improved data collection, and enhanced enforcement capabilities. By consolidating maintenance needs from nearly 1,300 individual meters to approximately 140 pay stations, the City will be able to allocate resources more effectively and reduce equipment downtime, creating a more reliable parking experience.

Additionally, the implementation of kiosks and mobile payment options will provide users with increased flexibility and convenience in completing parking transactions. These systems will reduce reliance on physical currency, streamline the payment process, and offer real-time information on parking availability, assisting drivers in locating open spaces more efficiently.

To support user security, the City will not utilize QR codes as part of the payment process.

Although QR codes are widely used in many digital transactions, the City does not currently use them and will not incorporate them into this new parking payment system. This approach is intended to minimize potential security concerns while supporting a reliable, accessible, and efficient parking experience for all users.

Key strategies from the Roadmap to improve parking payment infrastructure and implement modernized systems are described below.

Core Technology Update
All single-space meters would be replaced with approximately 140 new pay stations. These pay stations will include a combination of card-only and card-plus-coin models to maximize payment infrastructure accessibility. Additionally, app-based and text-to-pay solutions will be introduced to complement the pay stations, providing users with multiple payment options.

The payment infrastructure simplifies maintenance and operational oversight, shifting from managing 1,300 individual meters to just 140 centralized pay stations. This reduces maintenance demands, improves equipment reliability, and lowers long-term operational costs. The integration of multiple payment platforms also supports more efficient revenue collection and enhanced enforcement capabilities through real-time data, ultimately maximizing parking availability and turnover.

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File Number: 25-0106
Enhancements to Parking Enforcement
LPR technology would be expanded and integrated to enhance enforcement and data collection. Parking enforcement vehicles will be equipped with cameras capable of automatically scanning and reading license plates as they drive through parking areas. This system allows for real-time verification of parking sessions, whether paid via pay stations or mobile apps, by matching license plate numbers to active parking transactions in the database. The technology significantly enhances enforcement capabilities by allowing officers to cover more ground efficiently and accurately, reducing the need for manual checks and minimizing human error. Additionally, the data collected through LPR helps the City analyze parking patterns, identify high-demand areas, and optimize enforcement schedules. By improving turnover and compliance through efficient enforcement, LPR contributes to maximizing parking availability, ensuring that more spaces are used effectively and equitably throughout the day.

Improved Signage
The City would also standardize regulatory and informational signage with unified branding to improve clarity and usability. This effort would benefit both users and the City by creating a more consistent and intuitive parking environment. For users, consistent signage reduces confusion about parking rules, payment methods, and time limits, making it easier to understand where and how to park legally. Improved clarity enhances the overall user experience, minimizes accidental violations, and supports smoother navigation throughout the parking system.

Furthermore, digital parking occupancy signs would be installed in appropriate parking lots to provide real-time information on garage and lot availability, enhancing both wayfinding and overall parking efficiency. For users, access to accurate, up-to-date occupancy data helps streamline the parking experience by reducing the time spent searching for available spaces, particularly in busy areas. This improves convenience, supports a more efficient arrival process, and can help alleviate traffic congestion caused by vehicles circulating in search of parking. For the City, these signs contribute to more effective management of parking resources and promote better distribution of demand across facilities.

Integrated Parking Management
Data collection and analysis would be enhanced using integrated tools for real-time insights into parking trends and operations. Operational processes will be updated to align with the shift from extensive physical hardware to more streamlined, technology-driven systems. With fewer devices to maintain and greater reliance on digital tools such as mobile payments and real-time data, the City would adjust its resource allocation and management approach to support efficient operation and maintenance of the modernized parking infrastructure.

Updates to Business Processes
The transition would also necessitate updates to maintenance and collection procedures, as well as an evaluation of staffing needs, including full-time equivalent employees (FTEs) and job duties for Meter Repair Workers.

Parking Management Study
In 2024, City staff contracted with Walker Consultants to conduct a comprehensive Citywide Parking Management Study focused on on-street and off-street public parking within its

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commercial areas, including Downtown, the North End Business District, and other commercial zones. The study assesses existing parking supply and demand, evaluates current and anticipated parking needs, and analyzes potential parking and curbside management strategies. The goal is to develop a practical and actionable set of recommendations to support the efficient management of parking resources and multi-modal transportation access.

The transition of the City’s parking payment infrastructure to payment kiosks and mobile pay options as recommended in this report would enable the City to quickly deploy the parking strategies being developed in the current City Parking Management Study. Many of the anticipated parking strategies will require a smart parking meter system capable of mobile payments, flexible parking rate data analytics, and real-time monitoring and enforcement to better manage our parking supply. This smart system would be able to optimize parking operations and proactively respond to evolving parking needs, which would result in an improved overall user experience and more sustainable urban environment.

Next Steps
Staff recommends that the City move forward transitioning its parking payment infrastructure to payment kiosks and mobile pay options through a competitive RFP process. This process would ensure that the City evaluates multiple qualified vendors, identifies cost-effective and practical solutions, and selects technology that best meets the needs of the community. It would also include vendor demonstrations to assess system functionality, user interface design, and integration capabilities with existing and planned enforcement and data systems. Additionally, these demonstrations would allow the City to evaluate how the proposed equipment performs under local coastal conditions to ensure durability and reliability. If directed to proceed, a Coastal Development Permit must be approved prior to the award of any contract. Staff anticipates that the new payment infrastructure could be installed by the end of Fiscal Year 2025-2026.

Estimated Procurement and Implementation Process Schedule (Parking Technology Roadmap, Table 3. Page 16)
Task Estimated Timeframe
Specification Development May 2025
RFP Release June 2025
RFP Review July 2025
Vendor Interviews & Demo August 2025
Contract Award & Contracting September 2025
Standard Operating Procedure Review September 2025 - March 2026 Manufacturing and Configuration September 2025 - March 2026 Implementation Planning January 2026 - March 2028
Implementation Period April - May 2026
Final Acceptance June 2026
PUBLIC OUTREACH:

After analysis, staff determined that public outreach was not required for this issue.

However, prior to full implementation, the City will provide opportunities for stakeholders to

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review the selected equipment, participate in demonstrations, and offer feedback on the user experience. This effort will ensure that the community is informed about the new parking payment technologies and can provide input on the transition, ultimately enhancing public trust and ensuring the smooth adoption of the new system.

ENVIRONMENTAL REVIEW:

The City has reviewed the proposed activity for compliance with the California Environmental Quality Act (CEQA) and has determined that the discussion and direction from City Council is not a “Project” as defined in Section 15378 of the State CEQA Guidelines; therefore, pursuant to Section 15060(c)(3) of the State CEQA Guidelines the activity is not subject to CEQA and no further environmental review is necessary. However, any plan to ultimately transition parking payment infrastructure to parking kiosks and mobile pay options may be subject to CEQA and will be analyzed prior to said activities being brought back to City Council for consideration.

LEGAL REVIEW:

The City Attorney has reviewed this report and determined that no additional legal analysis is necessary.

ATTACHMENTS:

1. Parking Technology Roadmap

2. PowerPoint Presentation

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1 January 2, 2025

Parking
Technology
Roadmap

City of Manhattan Beach, California

Prepared by
Dixon Resources Unlimited
January 2, 2025

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2 January 2, 2025

Table of Contents
Introduction .......................................................................................................................................... 1 Purpose ............................................................................................................................................. 1 About DIXON ................................................................................................................................... 1 Background ...................................................................................................................................... 1 Technology Roadmap ......................................................................................................................... 3 Pay Station Technology .................................................................................................................... 3 Mobile Payment Applications ......................................................................................................... 5 Text-to-Pay ......................................................................................................................................... 6 Sensors .............................................................................................................................................. 6 License Plate Recognition (LPR) ..................................................................................................... 6 Data Collection and Analysis .......................................................................................................... 7 Digital Parking Occupancy Signs ................................................................................................... 8 Signs & Branding .............................................................................................................................. 9 Demonstrations ............................................................................................................................. 10 Technology Vendor Contracting ................................................................................................. 10 Maintenance & Operations .......................................................................................................... 11 Technology Procurement Process ................................................................................................... 14 Budget ................................................................................................................................................ 15 Additional Considerations ............................................................................................................... 17 Summary of Recommendations ...................................................................................................... 18

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1 January 2, 2025
Introduction
Purpose
This Parking Technology Roadmap (Roadmap) was developed by Dixon Resources Unlimited (DIXON) for the City of Manhattan Beach, CA (City), to assess the City’s current parking technologies and provide recommendations for the procurement and implementation of new technology. The Roadmap includes the following elements in the City’s parking program:
 On-street Parking Payment Technology
 Applicable Based Payment Technology
 Text-to-pay Payment Technology
 License Plate Recognition (LPR) Technology
 Non-technology strategies to support the program
This Roadmap aims to provide the City with guidance on building a cohesive and effective parking technology ecosystem, with the goal of improving efﬁciency and futureprooﬁng the City’s parking program. The recommendations for parking technology included in this Roadmap may be used by City staff to help guide and inform the release of Request for Proposals (RFP) of various technologies targeted for approval by the City Council in February 2025.

About DIXON
DIXON, a California-based parking and transportation management consulting ﬁrm, brings over 30 years of extensive knowledge and hands-on experience. Founded by Julie Dixon, a seasoned professional in the ﬁeld, DIXON is committed to directly supporting municipal parking programs. As 'Parking Coaches,' the team offers best-in-class municipal parking solutions across a broad spectrum, including operational audits, policy development, ﬁnancial projections, community engagement, data collection, parking studies, citation and permit management, solicitations, and technology and services procurement support. The team's industry awareness and familiarity with parking technology and current developments have made DIXON a sought-after advisor for parking programs nationally and globally.

The ﬁndings and recommendations outlined in this Plan are guided by working experience supporting other agencies nationwide. DIXON’s unique specialization in parking management and involvement in the industry ensures that the expertise applied is current, relevant, and ﬁnetuned based on real-world results. The Plan draws on existing best practices and the latest industry feedback and is tailored to suit the City based on expert observation and input from City staff.

Background
The City currently operates approximately 1,275 single-space parking meters and 12 multi- space pay stations. The single-space meters are equipped with occupancy sensing technology for collecting occupancy data and resetting purchased time once a vehicle departs the space.

The City’s Public Works Department manages general parking management and payment technology, the Finance Department completes all ﬁnancial reconciliations and parking 382

2 January 2, 2025
enforcement is conducted by the Police Department. Mobile License Plate Recognition (LPR) is installed on three vehicles that are utilized to enforce parking payments.

Table 1. Current Technologies
Technology Provider Use
Single-space parking meter IPS Group, Inc. On and off-street parking payments
Single-space sensor IPS Group, Inc. On and off-street occupancy detection
Multi-space parking meter IPS Group, Inc. Off-street parking payments LPR Motorola/Vigilant Parking enforcement
Citation Issuance and Collection Turbo Data Systems Parking payment enforcement and citation issuance
This Roadmap will speciﬁcally focus on replacing parking payment technologies and assessing the supporting solutions. The current parking payment technology is ageing, resulting in increasing costs to maintain the equipment, including the necessary replacement parts and person-hours required to keep the system operating. Additionally, the City has experienced ongoing technical and service provider issues, increasing costs and customer frustration.

Parking payment technology is currently deployed in the following quantities for each location.

Table 2. Payment Technology Locations
Technology Single-space Meters Pay Stations
On-street Parking 541 0
Metlox Garage 0 12
Civic Center Upper 0 0
Civic Center Lower 96 0
Lower Pier Lots 68 0
Upper Pier Lots 50 0
Lot 1 45 0
Lot 2 66 0
Lot 3 (under construction) 0 0
Lot 4 64 0
Civic Center South 10 0
Lot 6 23 0
Lot 7 17 0
Lot 8 0 0
26th and Ocean Lot 68 0
El Porto Lot 227 0
TOTALS 1,275 12

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3 January 2, 2025
Technology Roadmap
The following section provides recommendations for replacing or enhancing the existing technology as well as non-technology implications for the program.

Pay Station Technology
The City currently utilizes a mix of single-space parking meters and multi-space pay stations for on-street and off-street parking payments. To promote an easy and customer-friendly parking experience, the City should select a new singular technology in the form of state-of-the-art pay stations with a pay-by-plate enforcement method. This speciﬁc format is the latest industry standard for efﬁciency and function.

This technology has proven more cost-effective and customer-friendly over the long term.

Savings are found through less on-street infrastructure, implementation costs, replacement parts, and maintenance service. Most vendors now provide ongoing services for a ﬂat per-pay station fee, removing any per-transaction fees which add to the savings. Additional services are now available on pay stations, including customized branding, information screens, validations, alternative payment listings, and more. These services are found to not only enhance the customer's experience but also support the goals of local businesses and other stakeholders.

Pay stations may be conﬁgured to accept payment types that support the changing payment landscape. The majority of transactions will be a bank card purchase, however access to coin payment is still required and also supports a customer friendly approach. It is recommended that the City consider a mix of bank card only and bank card plus coin accepting pay stations.

Reducing the number of coin-accepting pay stations provides an operational and ﬁscal beneﬁt by requiring less hardware maintenance and coin collecting and counting.

For the purposes of this plan, we have recommended a 50/50 split between pay station conﬁgurations. However, the actual number will need to be determined with the following considerations:
 Parking Lots or Garages: At least one coin accepting pay station will be needed in each parking lot or garage.
 On-Street: A customer should not be required to walk further than one block to make a coin payment. The City should make an effort to place the coin accepting pay station in the same location on each block.
 Signs or Postings: A sign or posting on or near a bank card only pay station should list the nearest coin accepting pay station.

The Pay Station systems will be utilized with the other technologies recommended in this report to create a cohesive and efﬁcient parking technology program. Pay by plate supports an enhanced enforcement program through integrations that allow the LPR system to scan license plates to identify noncompliance. These integrations are industry standard and should be of no additional cost to the City.

To install new pay stations, the City should consider the following general guidelines for equipment placement.
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 Parallel Parking Block – One pay station shall service 8 to 10 parallel parking stalls on a block face. The pay station should be located nearest to the center of the block.  Angled/Perpendicular Parking Block – One pay station shall service 15 to 20 angled or perpendicular stalls located on a block face. The pay station should be located nearest to the center of the block.
 Additional Pay Station per Block – Additional pay stations may be added to a block face with more than 10 parallel or 20 angled stalls. The additional pay station(s) will provide service for every additional group of 2 to 10 parallel parking stalls or 2 to 20 angled/perpendicular stalls on a block face. Each pay station should be located nearest to the center of each group of stalls.
 Corner Placement – Corner placement of pay stations may be considered depending on the storefront makeup, block length, and pedestrian trafﬁc ﬂow.  Street Crossing – A customer shall not have to cross trafﬁc to access a pay station.

The following is an approximate count of pay stations the City will need to procure. It is also recommended to purchase an additional spare stock. These pay stations can be utilized to ﬁll in any additional locations determined during implementation and as spare parts for ongoing operations. Purchasing additional pay stations in bulk is generally more cost-effective than individual or spare parts purchases.

During the procurement process, DIXON can work with the City to identify and map each pay station's speciﬁc location to reﬁne the total number required. The following is the approximate total number of pay stations that will be needed.

Table 3. Pay Station Count
Location Number of Stalls Approximate
Number of Pay
Station Needed
On Street Parking 541 68
Metlox Garage 450 10
Civic Center Upper 0 0 (free lot)
Civic Center Lower 96 4
Lower Pier Lots 68 4
Upper Pier Lots 50 4
Lot 1 45 3
Lot 2 66 4
Lot 3 (under construction) Approximately 70 4
Lot 4 64 4
Civic Center South 10 1
Lot 6 23 2
Lot 7 17 2
Lot 8 0 0 (free lot)
26th and Ocean Lot 68 4
El Porto Lot 227 10
Spare Stock 0 16
1,795 140

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The tasks and components associated with pay station implementation include:
 Pay Station solution procurement (City)
 Pay station hardware (Vendor)
 Pay station software and back-ofﬁce conﬁguration (Vendor)  Project Management (City and/or Consultant)
 Pay station installation (City or Vendor)
 Removal of existing meters and poles (City or Vendor)  Ongoing services (Vendor)
 Pay station maintenance (City)
Mobile Payment Applications
The industry has moved to an increasing digital technology ecosystem, which includes mobile payment application (App) solutions. Cities across the globe have implemented app-based payments to provide an efﬁcient way to pay via a smartphone, including surrounding municipalities such as Santa Monica, Los Angeles, Beverly Hills, and Seal Beach. Using an app reduced the reliance on hardware, thus allowing the city to purchase fewer pay stations by supplementing this additional payment option. Apps are provided as a service from a vendor, requiring no City technology infrastructure and can support enhanced functionality such as validations.

The tasks and components associated with App implementation include:
 App Solution Procurement (City)
 App and back-ofﬁce conﬁguration (Vendor)
 Project Management (City and/or Consultant)
 Sign and sticker manufacturing (City or Vendor)
 Sign and sticker installation (City or Vendor)
 Ongoing Services and Transaction fee (City may pay this fee or pass along to the customer)
 Sign and sticker maintenance (City)

QR Code Scams
As the City moves towards implementing new technologies, it is imperative to consider QR code scamming which has become all too common, especially in a payment environment. The scam involves unauthorized individuals afﬁxing QR codes to parking meters, pay stations and signage. Once a customer scans the QR code, they are guided to an app or site instructing them to enter their information. If the customer continues through the process, their information is captured and used for fraudulent activity.

It is recommended for the City not to use any physical QR codes for payment or marketing material. Additionally, advertising that the City does not use QR codes notiﬁes customers not to use any QR codes they might ﬁnd. As part of ongoing maintenance procedures, the City should include a regular physical check of assets to ensure no QR codes have been afﬁxed or remove any that have been. 386

6 January 2, 2025
Mobile payment and related signage may supplement or replace a pay station installation, especially on block faces with 11 to 17 parallel parking stalls or 16 to 39 angled/perpendicular stalls. In this case, easily identiﬁable signage should be placed along the block face every 2 to 4 parallel parking stalls or 4 to 6 angles/perpendicular parking stalls.

It is standard practice for the vendor to provide the ﬁrst round of signs and stickers at no cost to the City. The City would be responsible for installation of the signs and purchasing any subsequent signs or stickers. Alternatively, the City could request vendor pricing for sign installation.

To procure an App solution, DIXON recommends that the City include App services as an option along with pay stations in a singular RFP .

Text-to-Pay
Along with the mobile payment application, most vendors also provide a text-to-pay option.

This functionality allows customers to pay by texting a listed number rather than downloading an app. Using text-to-pay further reduces the reliance on hardware and provides even more options for convenient payment and compliance.

The technology follows the same processes and procedures as app implementation. No City technology or hardware infrastructure is required beyond placing signs in the appropriate locations.

To procure a text-to-pay solution, DIXON recommends that the City include this as an option along with the pay station and the mobile app in a singular RFP .

Sensors
The City will also remove the parking occupancy sensors by removing the IPS single-space meters. It is recommended that sensors are entirely removed from the City’s operation. The marketed beneﬁts of the technology still need to be proven and made more affordable in terms of installation and ongoing costs. The two major beneﬁts of sensors can be replaced by new pay station technology.

This beneﬁt of occupancy data can be replaced with mobile LPR cameras and implementation of the DIXON Data Suite® (more information can be found in the Data Analysis and Reporting section). The beneﬁt of removing (resetting) the remaining time at the meter when a vehicle departs is replaced with pay station technology. With pay stations, revenue is secured by the vehicle (pay by plate), thus negating the need for any sensor reset functionally. As an added beneﬁt to the customer, the City may consider allowing a customer to take their time with them, meaning they can move to a different parking spot within a speciﬁc zone to utilize their remaining purchased time.

License Plate Recognition (LPR)
Currently, the City utilizes LPR installed on three enforcement vehicles. The systems are used to query historical data and detect stolen vehicles. With the transition to a fully pay-by-plate pay station-based system, enforcement operations will need to be adjusted, providing more efﬁciency and cost-effectiveness. The LPR system will be integrated with the pay station, mobile payment, and text-to-pay vendor, allowing transaction data to be utilized for enforcement. 387

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Additionally, the system can be used for digital chalking, time limit enforcement, stolen vehicle detection, permit enforcement, and data collection.

For most enforcement activities, an ofﬁcer will drive the vehicle equipped with LPR through the enforcement areas, and the technology will assess potential violations. An additional integration may be possible between the LPR system and the citation issuance system, where the information of the noncompliant vehicle is transferred to the issuance handheld, thus speeding up the issuance process. Fixed LPR, where stationary cameras are placed at ingress and egress points of parking lots or garages, can also be considered to support enforcement and occupancy data collection.

To implement the new payment technology, the City should assess the functionality and quantity of vehicles with LPR to ensure they are adequate for the new program. Additional LPR units and functionality will be required as enforcement ofﬁcers will rely heavily on the technology to assess compliance versus the current process of manually checking each single space parking meter. Adjustments to the current enforcement workﬂow and responsibilities will be required to support the new technology.

The City should conduct this procurement and implementation along the same timeline as the pay station technology due to its necessary involvement with the overall parking program.

However, a separate solicitation is recommended. The tasks and components associated with LPR implementation include:
 Assess the current and desired quantity of LPR units (City and/or Consultant)  LPR solution procurement (City)
 LPR hardware, conﬁguration and installation (Vendor)
 Project Management (City and/or Consultant)
 Adjust enforcement workﬂow and responsibilities (City and/or Consultant)  Ongoing services (Vendor)
 LPR maintenance (City)
Data Collection and Analysis
Ongoing data collection and evaluation will be essential to ensuring the parking program adapts to ﬁt the community's needs best. Data-driven decisions will enhance the success of parking management strategies, policies, and regulations by allowing the City to remain ﬂexible in its approach. DIXON recommends that the City consider using LPR in conjunction with the DIXON Data Suite®. This solution is an efﬁcient and cost-effective way to capture ongoing parking data collected during regular parking enforcement operations.

Data is automatically collected during patrols and automatically ingested into the DIXON Data Suite® through an integration with the LPR system. Data is processed and the City is provided key parking metrics such as the level of parking congestion, turnover rates, and repeat parking trends, which can be used to inform data-driven parking policies and regulations in the future.

This tool also assists in enforcement management by providing optimized enforcement routes and the ability to review enforcement efﬁciency and coverage. The DIXON Data Suite® can also support integrating transaction and citation data from the City’s chosen vendors that provide a comprehensive view of the entire parking program.
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Digital Parking Occupancy Signs
The City may consider using Digital Parking Occupancy Signs (Digital Signs) to improve wayﬁnding to parking garages and lots. As general practice for municipal parking operations, on-street parking is optimized for short term visits to business, restaurants, and services located along the blocks of the available parking. Whereas, off-street parking is optimized for longer- term stays. Digital Signs are utilized to indicate available off-street parking to customers, encouraging them to use these facilities rather than circling blocks in search of on-street parking.

The Digital Sign technology includes the following components:
 Cameras: Cameras are installed at parking facility entry and exits points to collect occupancy data.
 Facility Signs: Digital Signs are placed at the entry points to provide availability information.
 Remote Signs: Digital Signs are deployed in high visibility locations to direct customers to available off-street parking.
 Infrastructure: Power and communications infrastructure must be installed as part of the Digital Sign solution.
 Management System: A cloud hosted management will be provided for system management and reporting.

This solution would be best served at the following City facilities:
 Metlox Garage
 Civic Center Garage
 Lot 4
 Pier Lots
 El Porto Lot
 26th and Ocean Lot
The City may consider conducting this procurement and implementation along the same timeline as the other technology, however a separate solicitation for this speciﬁc solution is recommended, allowing for selection for best in class of each. Should more time be needed, conducting the solicitation after the pay station procurement is recommended. The tasks and components associated with Digital Sign implementation include:
 Digital Sign procurement (City)
 Digital Sign hardware (Vendor)
 Digital Sign software and back-ofﬁce conﬁguration (Vendor)  Project Management (City and/or Consultant)
 Digital Sign installation (Vendor provided)
 Ongoing services (Vendor)
 Digital Sign maintenance (City)
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Signs & Branding
Consistent and clear signs are critical to creating a
customer-friendly experience while encouraging
compliance. With the adoption of a pay station-only
infrastructure complemented by App and text-to-pay
services, the City will need to assess existing signage and create a plan to install additional signs addressing the new program features. There are three main types of signs to consider:
 Regulatory – These signs are required by law and
should follow the Manual on Uniform Trafﬁc Control
Devices (MUTCD) guidelines and California Vehicle
Code (CVC). Information includes hours of
enforcement, time limits, no parking and more.

Currently, regulatory signs are installed on single-
space meter poles and individual sign poles
throughout the City.
 Informational – Informational signs, while not
currently existing, will need to be added to
accommodate the new payment platforms.

Information should include where/how to pay for parking (app, text to pay, and pay station) and other relevant parking information and may be branded to the look and feel of Manhattan Beach.
 Pay Station – A pay station should be accompanied by signs identifying the location as a place to pay. These signs and stickers placed on the pay station may also include alternative payment methods and may be branded for the City.

As part of the signage assessment and plan, the City should consider adopting a uniﬁed parking brand which improves the overall customer experience and on-street aesthetic by clearly designating public parking information. The branding can also be utilized on all public parking outreach materials for consistency. A parking brand is successful when it evokes a memorable and positive parking experience, drawing repeat visitors.

The following is an example of a branding package created for the City of Paso Robles, CA.

Figure 1. Manhattan Beach Regulatory Signs
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Figure 2. Paso Robles Branding Package
The tasks and components associated with signage assessment and planning include:
 Assessment of current sign package (City and/or Consultant)  Plan for new sign package (City and/or Consultant)
 Branding and designing of signs and marketing material (City and/or Consultant)  Manufacturing of signs and marketing materials (City and/or vendor)  Installation of signs and necessary poles (City and/or vendor)  Maintenance of signs and poles (City)
Demonstrations
As part of the procurement process, DIXON recommends that the City conduct interviews and demonstrations with vendors who meet the minimum qualiﬁcations. This should include requiring the vendor to bring their technology and provide a demonstration during the interview. The evaluation committee should take this opportunity to experience the technology as a customer and evaluate the functionality, collection process, and ease of maintenance.

Technology Vendor Contracting
As the City procures new technology partners, it is recommended that the following components be included in each contract based on industry best practices.  Service Level Agreements (SLA) - The City should include SLAs as part of each agreement, which are used to measure the vendor's performance during the term.

Recommended SLAs are being provided to the City as part of the scope of work for each technology.
 Data and Security Requirements – The City should include speciﬁcations for data and security requirements in each agreement, which ensure compliance with related laws and security and proper ownership of the City’s data. Recommended requirements have been provided to the City as part of the scope of work for each technology. 391

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 Data Integration – The City should introduce and maintain data integration standards for all vendor agreements and contracts to establish operational consistency and future- proof the parking technology system. Incorporating these standards into any future contracts with technology vendors can allow the City to maintain authority in the data being collected and used by the vendor, ensure compliance with the City’s security and system requirements, streamline integration processes with other technology systems, and enable smoother transitions between vendors if the City chooses to terminate a vendor for any reason.
 Contract Term – The City should consider the length of each contract based on the technology provided. A base ﬁve (5) year term for most agreements is a generally accepted standard. Optional one (1) year extensions up to ten (10) years total may also be included, allowing the City ﬂexibility to maintain an advantageous partnership. For technologies that require little capital to implement, such as mobile payments, a shorter base term of three (3) years with optional one (1) year extensions up to ten (10) years total is recommended.

Maintenance & Operations
The change of parking technology will have an impact on the maintenance and operation of the parking system. The City should prepare for these implications during the procurement process. The following are important aspects to consider:
 Collections: Changing from single space meter coin collection to pay station coin collection is of great beneﬁt to the City as the process will require less person hours and equipment. Single space meters are generally collected on a speciﬁc route at regular intervals with collection canisters. Pay stations include a much larger coin vault allowing for less frequent collections and simply require a quick swap of an empty canister for a full one. As an initial standard, it should be expected to collect each coin accepting pay station every 2 – 3 weeks completed in dual custody. Thus, a new Collections Standard Operating Procedure will need to be created and implemented.  Maintenance: With the reduction of infrastructure, less person hours will also be needed for maintenance. In general, the City can expect fewer ﬁeld response visits and less spare parts inventory to manage. All pay station vendors provide a back-ofﬁce maintenance module that will allow maintenance staff to actively monitor system health and receive notiﬁcations of outages requiring attention. At a minimum, each pay station should receive preventative maintenance every 90 days. The City will need to adjust the Maintenance Standard Operating Procedures to accommodate the new technology.  Signs: With the addition of digital and analog signs to support the new technology, their upkeep is important. Clear and available communication to customers is critical to enforcement operations and in maintaining a positive customer experience. The City will need to ensure sign observation and maintenance is included in the scope of maintenance staff work. At a minimum, signs should be observed every 6 months.

The City currently employees two technicians that manage meter maintenance and collections.

In comparison to similar parking meter operations, it would be expected to have three to four technicians to be responsible for the current workload while maintaining a system to industry standard level. With the new technology implementation, the City should consider the addition 392

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of 1 part-time (or full time) employee, for a total of three technicians. This individual should be hired prior to implementation in order to receive training from the vendors as is standard for this type of procurement.

The following can be utilized to make an assessment of the quantity of technicians required:
 Basic Responsibilities: These are the standard responsibilities of parking operations technicians which include repair, replacement, preventative maintenance, revenue collections, and spare parts management.
 Distance: The time required to move between installed locations impacts the amount of time a technician can actually complete the assigned work.  Coverage: Technicians should be available to address repair work during the majority of the operational hours and days. As an initial standard, technicians should be available to address a necessary repair within 1 operating day.
 Collection Frequency: Starting with every 2 – 3 weeks for each pay station, this may be adjusted based on actual usage once the program is launched.  Other responsibilities: This includes any additional assignments required by the City, such as sign observation and maintenance, responding to adjudication or customer reports, or administrative work.

Following is the estimated number of technician hours per month by responsibility.

Table 4. Estimated Technician Hours
Responsibility Quantity Time
Allocation
Total
Time
Detail
Pay Station
Collections
70 .75 52.5 Collections occurring 1.5
times/month/pay station
Pay Station
Repair
20 1 20 Estimated 20 repairs per
month
Preventative
Maintenance
47 .5 23.5 Preventative Maintenance to
occur at 47 pay stations each
month.

Spare Parts
Management
15 1 15 Estimated time spen t
managing inventory
Analog Sign
Maintenance
20 1 20 Estimated time spent
observing or repairing signs
Digital Sign
Maintenance
15 1 15 Estimated time spent
maintaining Digital Parking
Occupancy Sign system
Administrative 84 1 84 Estimated time for
administrative work
Other 84 1 84 Estimated time spent on other
responsibilities
Travel Time 84 1.5 126 Estimated time for travel
between locations
TOTAL 440
÷160 Hour/month/technician
=2.75 Required # of employees
393

13 January 2, 2025
Finally, the City should also consider what type of warranty support is required from the technology vendors. Industry standard is a 1-year repair or replace parts warranty, where the City will ship (City cost) inoperable parts to the vendor for repair or replacement (vendor cost).

Vendors will offer an extended warranty to continue the same warranty service for the useful life of the equipment. It is recommended that City maintains the extended warranties as long as possible. This will reduce the variable costs of replacement parts and staff time required to repair any inoperable parts.

The tasks and components associated with maintenance and operations include:
 Hire 1 additional technician (City)
 Adjust Collection Standard Operating Procedure (City and/or Consultant)  Adjust Maintenance Standard Operating Procedure (City and/or Consultant)  Assign Sign Observation and Repair scope of work to City staff (City)  Analyze the collection frequency (City and/or Consultant)  Analyze the required number of technicians (City and/or Consultant)  Maintain hardware warranty (City)

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14 January 2, 2025
Technology Procurement Process
DIXON has provided the following tasks and estimated the timeline for procurement and implementation of new technology.

Table 3. Procurement and Implementation Process
Task Responsibility Timeframe
Technology Roadmap and
Budget Approval
City April 2025
Speciﬁcation Development City and Consultant May 2025
RFP Release City June 2025
RFP Review City and Consultant July 2025
Vendor Interviews & Demo City and Vendor August 2025
Contract Award &
Contracting
City and Vendor September 2025
Standard Operating
Procedure Review
City September 2025 – March
2026
Manufacturing and
Conﬁguration
Vendor September 2025 – March
2026
Implementation Planning City January 2026 – March 2028
Implementation Period City, Vendor, and Consultant April – May 2026 Final Acceptance City June 2026

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15 January 2, 2025
Budget
DIXON has provided the following cost estimation for all solutions as part of this Roadmap. The pricing is estimated for procurement in 2025 and is subject to change.

IMPLEMENTATION
Item Subitem Quantity $ per Unit $ per Unit
Consultant
Speciﬁcation & RFP Development 1 $35,000 $35,000
Proposal Review 1 $7,000 $7,000
Contracting Support 1 $7,000 $7,000
Implementation Support 1 $45,000 $45,000
Signage Assessment & Plan 1 $15,000 $15,000
Branding, Sign, & Marketing Support 1 $17,500 $17,500
Subtotal $126,500
Pay Station Implementation
Pay Stations – bank card only 70 $8,000 $560,000
Pay Stations – bank card and coin 70 $8,500 $595,000
Spare Parts 1 $50,000 $50,000
Conﬁguration 1 $5,000 $5,000
Project Management 1 $5,000 $5,000
Installation (vendor-provided) 124 $500 $62,000
Existing Meter & Pole Removal 1,275 $125 $159,375
Subtotal $1,436,375
App Implementation
App Implementation 1 $0 $0
Text-to-Pay Implementation
Text-to-Pay Implementation 1 $0 $0
Analog Signs
Regulatory Signs 500 $35 $17,500
Information Signs 250 $50 $12,500
Pay station Signs 124 $50 $6,200
Poles 875 $100 $87,500
Installation 875 $150 $131,250
Subtotal $254,950
Digital Signs
Camera Equipment 23 $3,500 $80,500
Ingress Signs 13 $5,000 $65,000
Remote Signs 6 $18,000 $108,000
Installation 1 $110,000 $110,00
Infrastructure 1 $225,000 $225,000
Subtotal $588,500

396

16 January 2, 2025
LPR
LPR System per vehicle 5 $52,000 $260,00
Implementation 1 $10,000 $10,000
Installation per vehicle 5 $5,000 $25,000
5-year warranty 5 $16,000 $80,000
Subtotal $375,000
Data Analysis & Reporting
DIXON Data Suite® Set Up 1 $25,000 $25,000
Contingency
Contingency 1 $180,00 $280,000
IMPLEMENTATION TOTAL $3,086,325

ONGOING FEES
Item Subitem Quantity Price Annually
Pay Station License (per pay station) 140 $85/month $142,800 Pay Station Annual Warranty
Starting year 2
140 $550/year $77,000
App Transaction Fee
Can pass fee to customer
350,000 $.35/transaction $122,500
Text-to-Pay Transaction Fee
Can pass fee to customer
100,000 $.35/transaction $35,000
DIXON Data Suite® 1 $2,000/month $24,000
LPR Camera Annual Licensing 5 $1,400/year $7,000
LPR System Annual Licensing 1 $6,000/year $6,000
Digital Sign Annual Fees 1 $60,000/year $60,000
Warranty Shipping 1 $1,000 $1,000
ANNUAL ONGOING FEES TOTAL $475,300

397

17 January 2, 2025
Additional Considerations
DIXON has included the following topics for City consideration. While these do not relate speciﬁcally to the Roadmap, they are important aspects of a comprehensive parking program.

The City may consider creating more long-term goals, including assessing these items for future enhancement.
 Revenue Collection and Reconciliation
o The City currently utilizes internal resources for parking meter revenue collection, counting, and reconciliation.
o Recommendation: When the City moves to a pay station-only system, collections will be less onerous and frequent. The internal staff time for these activities may be repurposed to other responsibilities. The City should consider outsourcing this responsibility to a local bank for safer and more secure cash counting. This should include creating standard operating procedures for the collection and counting process.
 Citation and Permit Management System
o The City currently utilizes a vendor for citation issuance and management and manually manages a limited number of permits.
o Recommendation: As new technology is deployed, the City should review the contract with the vendor to ensure it is advantageous and provides the necessary functionality for the future. The current (or future) vendor may also provide a permit management system, creating efﬁciencies through digital plate-based permits and online features.
 Parking Steering Committee
o The City currently operates the parking program across multiple departments including Public Work, Finance, and Police.
o Recommendation: The City should consider creating a Parking Steering committee that incorporates individuals from each department that is involved with parking operations. Additionally, other stakeholders could be included from City management or community organizations. Bringing together and collecting feedback from a focused group creates an approach that brings success through collaboration and eases the challenges of implementing changes.

398

18 January 2, 2025
Summary of Recommendations
The following section summarizes the recommendations for parking technology and supporting initiatives for the City’s parking program that were covered in this Roadmap:

Section Recommendations
Pay Station Technology  Plan for and procure a pay station-only technology platform, removing all single space meters and poles.

Mobile Payment
Application
 Procure a mobile payment application to supplement
pay stations and provide this popular payment option
for customers.

Text-to-Pay
 Procure a text-to-pay solution to supplement pay
stations and provide this popular payment option for
customers.

License Plate
Recognition (LPR)
 Assess the functionality and quantity of the current LPR cameras.
 Procure additional functionality and/or cameras to
support the new parking program.

Data Collection and
Analysis
 Procure new technology for occupancy detection, data
analytics, and reporting.

Digital Parking
Occupancy Signs
 Procure new technology for parking garage occupancy
and digital signs.

Signage & Branding
 Assess the current signage and branding package.
 Design a new parking brand.
 Procure and install new regulatory and branded
informational signage.

Demonstration  Conduct vendor demonstration for all technology as part of the procurement process
Vendor Contracting  Ensure adequate requirements and service level agreements are incorporated into new vendor contracts.

Maintenance &
Operations
 Make necessary adjustments to maintenance and
operations stafﬁng and procedures.

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401
402
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Agenda Date: 4/15/2025
TO:

Honorable Mayor and Members of the City Council
THROUGH:

Talyn Mirzakhanian, City Manager
FROM:

Erick Lee, Public Works Director
Michael Codron, Interim Community Development Director
Erik Zandvliet, City Traffic Engineer
Jeff Fijalka, Principal Civil Engineer
SUBJECT:

Lot 3 Parking Structure Local Emergency Update (Unbudgeted) (Public Works Director Lee). (Estimated Time: 30 Mins.)

A) DETERMINE THAT THERE IS A NEED TO CONTINUE THE EMERGENCY ACTION B) ADOPT RESOLUTION NO. 25-0043 RATIFYING A CONSTRUCTION AGREEMENT WITH CARBON ACTIVATED CORPORATION IN THE AMOUNT OF $1,160,755 FOR

THE CONSTRUCTION OF THE INTERIM PARKING LOT
_________________________________________________________ RECOMMENDATION:

Staff recommends that the City Council:

A. Determine, by four-fifths vote, that there is a need to continue the emergency action.

B. Adopt Resolution 25-0043, ratifying a construction agreement with Carbon Activated Corporation in the amount of $1,160,755 for the construction of the Interim Parking Lot.

FISCAL IMPLICATIONS:

The original cost estimate for the demolition and replacement of the Lot 3 Parking Structure (Lot 3) with an at-grade parking lot was on the order of $3,000,000. Pursuant to Manhattan Beach Municipal Code Section 3.08.060.A.6.c, the emergency demolition and replacement phase is being carried out through multiple emergency contracts. To date, the City has expensed, encumbered, or planned for the amounts indicated in the following table.

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414
File Number: 25-0120
General Fund Prop A Fund Meas M Fund Parking Fund TOTAL

DEMOLITION
Actual - - - 258,071 258,071
Planned - - - 291,929 291,929
Subtotal - - - 550,000 550,000

INTERIM LOT
Actual - - - 6,604 6,604
Planned - - - 1,559,249 1,559,429
Subtotal - - - 1,566,033 1,566,033

SHUTTLE
Actual - 85,142 6,000 376 91,518
Subtotal - 85,142 6,000 376 91,518

LOT CLOSURE
Actual 2,806 - - 4,367 7,173
Subtotal 2,806 - - 4,367 7,173
GRAND TOTAL 2,806 85,142 6,000 2,120,776 2,214,724
BACKGROUND:

The Lot 3 Parking Structure was a City-owned facility at the southwest corner of Morningside Drive and 12th Street in Downtown Manhattan Beach. The three-story structure was constructed in 1971 and contained 144 parking spaces critical to visitors and businesses in the Downtown area. In June 2024, City staff elected to close the structure indefinitely, following a series of onsite inspections and structural assessments indicating that advanced deterioration had significantly compromised the integrity of the structure. At the September 3, 2024 regular City Council meeting, City Council adopted Resolution No. 24-0105, declaring a local emergency at Lot 3 and authorizing the City Manager to secure, demolish, and replace the structure.

In addition to adopting Resolution No. 24-0105, City Council directed staff to explore means to expedite the work, including, but not limited to, extending construction work hours.

Furthermore, City Council directed staff to discontinue temporary shuttle services and to identify and/or create additional parking spaces within walking distance of the Downtown area. City Council also directed staff to suspend parking restrictions in the Downtown Resident Permit Parking Area. Additional discussions included considering alternate locations for the Farmer’s Market, providing a shuttle service for special events, and evaluating the potential for valet parking.

Per Resolution No. 12-6422, which was adopted by City Council on December 4, 2012, in the event of an emergency, the City Manager is authorized to take action during an emergency pursuant to California Public Contract Code (California PCC) Section 22050.

Section 22050 provides that the City Manager may order the repair of public facilities without advertising for bids when the repair is in the public interest and necessitates the immediate

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415
File Number: 25-0120
expenditure of public money to safeguard life, health, or property.

California PCC Section 22050 requires that if the City Manager orders an emergency action, the governing body shall initially review the emergency action at its next regularly scheduled meeting and at least at every regularly scheduled meeting thereafter until the action is terminated, to determine, by a four-fifths vote, that there is a need to continue the action.

This staff report serves as the update required by Section 22050. Previous updates were provided at all City Council Regular Meetings held between September 17, 2024 and April 1, 2025.

DISCUSSION:

Emergency Demolition
Demolition activities concluded on November 22, 2024, and 12th Street was re-opened to traffic that same day. Center Place was re-opened for use as a delivery zone on November 27, 2024. The Lot 3 site is now vacant and currently secured with chain-link perimeter fencing.

Interim Parking Lot
As indicated in the April 1, 2025 Lot 3 Status Update Staff Report, Carbon Activated Corporation provided the low bid for the construction of the interim parking lot improvements at Lot 3. In close coordination with the City Attorney’s Office, staff prepared an agreement for the parking lot construction, which was executed by the City Manager on April 8, 2025.

Per the agreement, Carbon Activated Corporation will construct the interim parking lot for a total cost of $1,160,755. A copy of the agreement is attached herein for review and ratification by City Council.

Per the construction agreement, the contractor will be allowed forty working days to complete the work, with the first day of work being April 14, 2025. Additionally, the agreement requires that all work be performed between 7:30 a.m. and 4:30 p.m., Monday through Friday, unless otherwise approved in advance by the City Engineer.

Downtown Street Parking Modifications
Pursuant to City Council’s direction on September 3, 2024, the City Traffic Engineer identified locations for up to 90 new temporary public parking spaces throughout Downtown to replace the spaces lost due to the closure of Lot 3 Parking Structure. The Public Works Department quickly installed signs, striping and parking meters for these spaces, which were made available to the public by November 8, 2024. Three of the proposed spaces were not installed in order to maintain a heavily used loading zone on Morningside Drive, and one space was removed to improve driveway visibility on Valley Drive, for a net total of 86 temporary spaces. A location map of temporary public parking locations is attached. It should be noted that while most parking spaces have integrated well into the street network, it was recognized that some locations were not ideal, and resulted in a small compromise to traffic circulation, namely on Valley Drive.

While the interim parking lot is under construction, the diagonal spaces on Morningside Drive will need to be converted back to parallel parking, resulting in the removal of three spaces.

Then, after the interim lot is opened, staff plans to remove 27 temporary parking spaces at those locations with circulation issues, specifically:

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File Number: 25-0120
· Three diagonal spaces on Morningside Drive across from Lot 3. · 14 parallel spaces on Valley Drive across from the Joselyn Center. · 12 spaces on Valley Drive between 13th Street and Manhattan Beach Boulevard. · One space on 15th Street next to the Fire Department driveway.

By summer, there will be 126 new public parking spaces available to replace the 144 parking spaces lost due to the permanent closure of the parking structure last July. Staff is continuing to research other potential parking alternatives to increase parking supply during the summer peak season, including attendant over-parking in City parking lots and leased parking in private lots, as well as potential parking demand reduction measures, such as an on-demand shuttle service. The City’s Parking Management Study consultant is currently evaluating the feasibility of these parking strategies.

Refuse Enclosure Licensing Agreements
A refuse enclosure will be constructed within the interim lot to house the private recycling containers that were stored within the Lot 3 Parking Structure prior to demolition. During the February 18, 2025 Regular City Council Meeting, staff presented a set of proposed fees for the use of the refuse enclosure. Per the direction received, a $3.00 per square foot fee will be incorporated into all licensing agreements between the City and individual business owners who opt to store their containers within the interim lot.

Permanent Redevelopment Options for Parking Lot 3
On December 9, 2024, the City Council received a presentation from Kosmont Companies regarding potential scenarios and alternative options for the redevelopment of the Lot 3 site.

The Council considered several options. During the meeting, staff was directed to perform more research regarding the options available to the City and to return to the City Council with additional information.

Project Impacts to Farmer’s Market
Per City Council direction, the Farmer’s Market that is held every Tuesday by the Downtown Business and Professional Association (DBPA) has been temporarily relocated from its typical location near 13th Street and Morningside Drive to the Civic Center Plaza and Civic Center Parking Lot. Staff secured an amendment to the City’s agreement with the DBPA to address this change. A timeline for returning the Farmer’s Market to the original location has not yet been established.

Staff has concluded that the Farmer’s Market current location in the Civic Center surface parking lot will cause the least impact to the general public during Lot 3 interim parking lot construction activities.

PUBLIC OUTREACH:

Formal public notice is not required for this item; however, the item was included in the agenda for this meeting, which was posted in accordance with the law. Additionally, staff has conducted significant outreach by speaking with businesses about parking impacts and coordinating communication and outreach with the DBPA and businesses that formerly used the refuse enclosure in Lot 3.

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File Number: 25-0120
Business owners and residents near Lot 3 have been invited to a pre-construction meeting to be held on April 16, 2025. The meeting is scheduled for 11 a.m. and will be held in the Civic Center Plaza. The purpose of the meeting is to inform stakeholders of the forthcoming construction activities and anticipated impacts to the downtown area during construction.

The pre-construction meeting was advertised to businesses and residents through the mailing of postcards covering the area between Manhattan Beach Boulevard to the south, 13th Street to the north, Highland Avenue to the west, and Valley Drive to the east. The pre-construction meeting was also advertised to the public.

ENVIRONMENTAL REVIEW:

The City previously reviewed the proposed project for compliance with the California Environmental Quality Act (CEQA) and determined that the demolition of Lot 3 was covered by the statutory exemption for Emergency Projects (State CEQA Guidelines Section 15269) because the demolition was necessary to address a clear and imminent danger, and required immediate action to prevent or mitigate loss of, or damage to, life, health, property, or essential public services. Because the structure overhung the public right of way on three sides, collapse posed a threat to life, health, property and essential public services.

Additionally, the City previously determined that the interim surface parking aspect of the project qualifies for the following categorical exemptions:

- Class 1 categorical exemption pursuant to Section 15301 (Existing Facilities) of the State CEQA Guidelines because the project would modify the ground floor of a parking facility (that existed at the time the determination was made) to provide fewer parking spaces than the prior facility, thus resulting in no expansion of the prior use. - Class 2 categorical exemption pursuant to Section 15302 (Replacement or Reconstruction) of the State CEQA Guidelines because the parking structure would be replaced with a flat parking lot with substantially the same purpose as the now-demolished structure and substantially the same capacity as the ground floor of the now-demolished structure.

- Class 4 categorical exemption pursuant to Section 15304 (Minor Alterations to Land) of the State CEQA Guidelines because grading necessary to accommodate a surface parking lot would occur at a lot that has less than 10 percent slope, is not in a waterway, wetland, or scenic area, and is not in officially mapped areas of geological hazard.

The actions under consideration at this time remain part of the previously analyzed project and no further environmental review is necessary.

LEGAL REVIEW:

The City Attorney has reviewed this report and determined that no additional legal analysis is necessary.

ATTACHMENTS:

1. Resolution No. 24-0105

2. Resolution No. 25-0043

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File Number: 25-0120

3. Agreement - Carbon Activated Corporation

4. Interim Parking Lot Construction Drawings

5. Map of Planned Parking Modifications

6. Location Map

7. PowerPoint Presentation

Page 6 ends

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RESOLUTION NO. 25-0043

A RESOLUTION OF THE MANHATTAN BEACH CITY

COUNCIL RATIFYING THE APPROVAL OF PLANS AND

SPECIFICATIONS AND A CONSTRUCTION CONTRACT

BETWEEN MANHATTAN BEACH AND CARBON

ACTIVATED CORPORATION TO CONSTRUCT AN
INTERIM PARKING LOT AT 1155 MORNINGSIDE DRIVE

THE MANHATTAN BEACH CITY COUNCIL HEREBY RESOLVES AS
FOLLOWS:

SECTION 1. Findings.

A. The property at 1155 Morningside Drive, also referred to as “ Lot 3”, is a City -owned parcel at the southwest corner of Morningside Drive and 12th Street in Downtown Manhattan Beach. T he site formerly contained a 3-story structure (“Structure”) that was constructed in 1971 and contained 146 parking spaces critical to visitors and businesses in the Downtown area. In June 2024, during a routine onsite inspection, staff observed visible corrosion in the steel columns and staircases leading to the third level of the Structure, and as a result, the third level of the Structure was closed to the public to protect the public health, safety and welfare. Following additional onsite inspections and structural assessments evaluating the structural integrity of the Structure, it was determined that the immediate shoring or closure of the Structure was necessary in the interests of public safety. Thereafter on July 30, 2024, the Structure was fully closed to the public, including the sidewalks along 12th Street and Morningside Drive due to the portions of the Structure that overhung the public right-of-way, and on August 6, 2024 temporary fencing was placed around the Structure.

B. Pursuant to City Council Resolution No. 12 -6422, adopted by City Council on December 4, 2012, in the event of an emergency, the City Manager is authorized to take action during an emergency pursuant to California Public Contract Code Section 22050, includi ng the authority to order the repair of public facilities without advertising for bids when the repair is in the public interest and necessitates the immediate expenditure of public money to safeguard life, health, or property.

C. On September 3, 2024, the City Council adopted Resolution No. 24- 0105, declaring a local emergency at the Lot 3 Parking Structure and authorizing the City Manager to secure, demolish and replace the structure pursuant to emergency procedures.

D. Pursuant to the authority of Resolution Nos. 12 -6422 and No. 24 - 0105, the City conducted an expedited bid process for the demolition of the Lot 3 Parking Structure including the solicitation of bids from construction contractors, and received bids from six contractors.
425
E. Based on the bids submitted, City staff determined that American Wrecking, Inc. was the lowest responsible bidder to carry out the Project, and thereafter the City Manager executed a demolition contract with American Wrecking, Inc., dated October 17, 2024, in the amount of $238,887, for the Project.

City Council Resolution 24-0124 ratified the demolition contract between the City and American Wrecking, Inc. Demolition activities commenced on October 31, 2024 and were completed the following month. The lot r emains vacant since that time.

F. In December 2024, the City hired TAIT and Associates, Inc. to prepare construction drawings and specifications for an at -grade interim parking facility to be constructed at Lot 3. Following the development of the construction documents, City staff advertised the project for construction bids using the OpenGov online procurement site. Two construction bids were received on March 19, 2025, and Carbon Activated Corporation was found to be the lowest responsible bidder. The City Manager executed a construction agreement (the “Agreement”) between the City and Carbon Activated Corporation on April 8, 2025 in the amount of $1,160,755.

SECTION 2. The City Council hereby ratifies the approval of the plans and specifications for the construction of the interim parking lot and further hereby ratifies approval of the Agreement between the City of Manhattan Beach (“City”) and Carbon Activated Corporation (“Contractor”), dated April 14, 2025, for the construction of the interim parking lot (“Project”), in the amount of $1,160,755.

SECTION 3 . Under City Manager authority, $1,095,000 was re - appropriated within the Parking Fund to fund the Project. No further appropriation is necessary at this time.

SECTION 4. The City Clerk shall certify to the passage and adoption of this resolution.

ADOPTED on April 15, 2025.

AYES:

NOES:

ABSENT:

ABSTAIN:

AMY THOMAS HOWORTH
Mayor
ATTEST:

LIZA TAMURA
City Clerk
426
12100-0001\2654178v1.doc
City of MB Form

CITY OF MANHATTAN BEACH

EMERGENCY PROCUREMENT

BID DOCUMENTS

PROJECT NO. D-952
BID NO. E1301-25C

INTERIM SURFACE PARKING LOT 3

MARCH 2025

CITY OF MANHATTAN BEACH

PUBLIC WORKS DEPARTMENT

JEFF FIJALKA
1400 HIGHLAND AVENUE
MANHATTAN BEACH, CA 90266

Katherine Doherty, City Engineer C76589

Engineer/Architect of Record Approval
PCE ACTING FOR:

Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 427
12100-0001\2654178v1.doc
City of MB Form

NOTICE INVITING BIDS ............................................................................................................ NIB-1 INSTRUCTIONS TO BIDDERS ..................................................................................................... I-1 CHECKLIST FOR BIDDERS .......................................................................................................... I-6 BID ............................................................................................................................................... B-1 CONTRACT .................................................................................................................................. C-1 PAYMENT BOND (LABOR AND MATERIALS) ............................................................................ C-5 PERFORMANCE BOND .............................................................................................................. C-7 WARRANTY BOND ..................................................................................................................... C-9 PART 1 – GENERAL PROVISIONS ............................................................................................. 1-1 SECTION 0. GENERAL PROVISIONS DEFINED ............................................................ 1-1 SECTION 1. GENERAL, TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS ............................................................................................. 1-1 SECTION 2. SCOPE OF THE WORK ............................................................................. 1-5 SECTION 3. CONTROL OF THE WORK ....................................................................... 1-22 SECTION 4. CONTROL OF MATERIALS ...................................................................... 1-28 SECTION 5. LEGAL RELATIONS AND RESPONSIBILITIES ........................................ 1-30 SECTION 6. PROSECUTION AND PROGRESS OF THE WORK ................................. 1-38 SECTION 7. MEASUREMENT AND PAYMENT ............................................................. 1-42 SECTION 8. FACILITIES FOR AGENCY PERSONNEL ................................................ 1-52 SECTION 9. CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT PLAN ..... 1-52 SECTION 10. ADDITIONAL TERMS .............................................................................. 1-58 PART 2 - CONSTRUCTION MATERIALS .................................................................................... 2-1 PART 3 - CONSTRUCTION METHODS ....................................................................................... 3-1 PART 4 - EXISTING IMPROVEMENT ........................................................................................... 4-1 PART 5 - PIPELINE SYSTEM REHABILITATION ........................................................... NOT USED PART 6 - TEMPORARY TRAFFIC CONTROL .............................................................................. 6-1 PART 7 - STREET LIGHTING AND TRAFFIC SIGNAL SYSTEM .................................. NOT USED Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 428
12100-0001\2654178v1.doc
City of MB Form

PART 8 - LANDSCAPE AND IRRIGATION ................................................................................... 8-1 PART 9 - SPECIAL INSTRUCTIONS ........................................................................................... 9-1 PART 10 – STANDARD AND SPECIAL TECHNICAL PROVISIONS ............................ NOT USED

APPENDIX I PROGRESS PAYMENT REQUEST FORM ......................................... APPENDIX I-1 APPENDIX II DAILY REPORT ................................................................................. APPENDIX II-1 APPENDIX III MONUMENT INVENTORY LIST ……………………….……..….…....APPENDIX III-1

APPENDIX IV APPLICABLE CITY STANDARD PLANS..…………….……..….…....APPENDIX IV-1

APPENDIX V GEOTECHNICAL REPORT ……………………………………………..APPENDIX V-1

APPENDIX VI SOLAR LIGHT INSTALLATION MANUAL…………………….……....APPENDIX VI-1

APPENDIX VII PAY STATION INSTALLATION MANUAL.…………………….…….APPENDIX VII-1

APPENDIX VIII PROJECT HAUL ROUTE……………………………….……………APPENDIX VIII-1

Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 429
12100-0001\2654178v1.doc
City of MB Form NIB-1

NOTICE INVITING BIDS
FOR
Interim Surface Parking Lot 3
Project number: D-952 Bid Number: E1301-25C

NOTICE IS HEREBY GIVEN that the City of Manhattan Beach, California (“City”) invites sealed Bids for the Project. The City will receive ELECTRONIC BIDS ONLY up to 11:00 a.m. on Wednesday, March 19th, 2025, at which time the ELECTRONIC bids will be opened and posted on OpenGov (online bid portal). The deadline to submit questions related to the bid documents is Wednesday, March 12th, 2025 at 2:00 p.m..

Bids shall be received electronically only on the bid vendor portal accessible through the City of Manhattan Beach Public Works Department Bid Opportunities webpage at https://www.manhattanbeach.gov/departments/public-works/bid-opportunities. To submit your bid electronically and to review Bid tabulation results (“Bid Opening”), please visit the following link:

https://procurement.opengov.com/portal/citymb/projects/149719

Contract Documents in PDF format (including City Special Provisions and Project Plans, but not including Standard Plans, Standard Specifications, or Reference Specifications) shall be obtained from the link/website above.

The Contract Documents must be viewed online; they cannot be purchased or mailed from City Hall. Bidders are solely responsible for on-time submission of their electronic bid. The City will only consider bids that have been transmitted successfully and have been issued an ebid confirmation number with a time stamp from the bid management system indicating that the bid was submitted successfully. Transmission of bids by any other means will not be accepted. Bidders shall be solely responsible for informing themselves with respect to the proper utilization of the bid management system, for ensuring the capability of their computer system to upload the required documents, and for the stability of their internet service. Failure of the bidders to successfully submit electronic bids shall be at the bidders’ sole risk and no relief will be given for late and/or improperly submitted bids.

Bidders experiencing any technical difficulties with the bid submission process may submit a support ticket to OpenGov at support.opengov.com . Neither the City, nor the online bid portal, makes any guarantee as to the timely availability of assistance, or assurance that any given problem will be resolved by the bid submission deadline.

Bids must remain valid and shall not be subject to withdrawal for 90 calendar days after the Bid opening date.

OpenGov Vendor Registration Instructions & Customer Service information:

Click here to register for OpenGov: https://procurement.opengov.com/signup If you are already registered and need help logging in or retrieving your user information, please submit a ticket to OpenGov.

OpenGov Customer Service

For assistance with e-bidding or uploading documents: Contact OpenGov at https://support.opengov.com
Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 430
12100-0001\2654178v1.doc
City of MB Form NIB-2

PROJECT DESCRIPTION
The City-owned Lot 3 is located at 1155 Morningside Drive, Manhattan Beach, CA 90266 and was previously used for a parking structure that has recently been demolished.

Lot 3 is located within the downtown business district and is surrounded by s hops, restaurants, ofﬁces, beachgoers, and pier visitors. Additionally, a weekly Farmer’s Market is held approximately one block away from the structure every Tuesday. Frequent trash pickup, business deliveries, and pedestrian and vehicle traffic are expected. In an effort to reduce construction impact, the schedule of working days will be strictly adhered to, unless otherwise approved by the City Engineer. T he contract is expected to be executed shortly after bid opening , and the Notice to Proceed to be issued concurrently. Please refer to the Special Instructions for project timeline and Section 5 of the Contract for Liquidated Damages.

To lessen the parking impact on the City’s downtown area while construction activities are underway, vehicles owned by the Contractor, as well as pers onal vehicles belonging to the Contractor’s employees will not be permitted within the downtown area. The City will specify an alternate parking location within the City and the Contractor shall arrange for carpooling accordingly. Work vehicles may be parked within the Contractor’s enclosed work area.

SCOPE OF WORK.

This project entails constructing a surface parking lot to accommodate approximately 69 stalls, including landscaping, irrigation , and a new trash enclosure. In addition , the contractor will be required to install city-furnished solar parking lot lights and solar pay stations . The work also requires the contractor to design, obtain permits , and install a fire sprinkler system (for the trash enclosure) and four EV chargers.

The Project includes, without limitation, furnishing all necessary labor, materials, equipment and other incidental and appurtenant Work necessary to satisfactorily complete the Project, as more specifically described in the Contract Documents. This Work will be performed in strict conformance with the Contract Documents, permits from regulatory agencies with jurisdiction, and applicable regulations. The quantity of Work to be performed and materials to be furnished are approximations only, being given as a basis for the comparison of bids. Actual quantities of Work to be performed may vary at the discretion of the City Engineer. Time for completion of the Work will be 40 total Working Days from the date specified in the Notice to Proceed with Preconstruction Requirements and Order Materials.

Contractor should be prepared for the Notice to Proceed to Fulfill Preconstruction Requirements and Order Materials to be issued the week of March 31st , 2025 and for contract work (including demobilization) to be substantially complete for parking lot use by May 30th, 2025 . Liquidated damages will be assessed on a calendar day basis until the project is completed.

PRE-BID MEETING AND SITE VISIT. A pre-bid meeting will be held on Tuesday, March 11 th, 2025 at 9:00 a.m. at 1155 Morningside Drive, Manhattan Beach, CA 90266. No allowances for cost adjustments will be made if a Bidder fails to adequately examine the Project site before submitting a Bid.

REGISTRATION WITH THE DEPARTMENT OF INDUSTRIAL RELATIONS. In accordance with Labor Code Sections 1725.5 and 1771.1, no contractor or subcontractor shall 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 [with limited exceptions for bid Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 431
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purposes only under Labor Code Section 1771.1(a)].

PREVAILING WAGES. In accordance with Labor Code Section 1770 et seq., the Project is a “public work.” The selected Bidder (Contractor) and any Subcontractors shall pay wages in accordance with the determination of the Director of the Department of Industrial Relations (“DIR”) regarding the prevailing rate of per diem wages. Copies of those rates are on file with the Director of Public Works and are available to any interested party upon request. The Contractor shall post a copy of the DIR’s determination of the prevailing rate of per diem wages at each job site. This Project is subject to compliance monitoring and enforcement by the DIR.

BONDS. Each Bid must be accompanied by a cash deposit, cashier’s check, certified check or Bidder’s Bond issued by a Surety insurer, made payable to the City and in an amount not less than ten percent of the total Bid submitted. Personal or company checks are not acceptable. Upon Contract award, the Contractor shall provide faithful performance and payment Bonds, each in a sum equal to the Contract Price, as well as a warranty or maintenance Bond that is valid for one year from Project acceptance in the amo unt of ten percent of the Contract Price. All Bonds must be issued by a California admitted Surety insurer using the forms set forth in the Contract Documents, or in any other form approved by the City Attorney. Failure to enter into the Contract with the City, including the submission of all required Bonds and insurance coverages, within five calendar days after the date of the mailing of written notice of contract award to the Bidder, shall subject the Bid security to forfeiture to the extent provided by law.

LICENSES. Each Bidder shall possess a valid Class A Contractor’s license issued by the California State Contractors License Board at the time of the Bid submission, unless this Project has any federal funding, in which case the successful Bidder must possess such a license at the time of Contract award. The City requires that the Contractor sub-contract the fire sprinkler design and installation to a C-16 Fire Protection Contractor , unless the Contractor holds this license designation.

RETENTION SUBSTITUTION. Five percent of any progress payment will be withheld as retention.

In accordance with Public Contract Code Section 22300 and at the request and expense of the Contractor, securities equivalent to the amount withheld may be deposited with the City or with a State or federally chartered bank as escrow agent, which shall the n pay such moneys to the Contractor. Upon satisfactory completion of the Project, the securities shall be returned to the Contractor. Alternatively, the Contractor may request that the City make payments of earned retentions directly to an escrow agent at the Contractor’s expense. No such substitutions shall be accepted until all related documents are approved by the City Attorney.

BIDDING PROCESS. The City reserves the right to reject any Bid or all Bids, and to waive any irregularities or informalities in any Bid or in the bidding, as deemed to be in its best interest.

By:

Katherine Doherty, City Engineer Date
PCE ACTING FOR:
03/03/2025
Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 432
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City of MB Form
I-1

INSTRUCTIONS TO BIDDERS

FORM OF BID. The following shall be submitted using the City of Manhattan Beach Public Works Department Bid Opportunities webpage link to the online bid portal at https://www.manhattanbeach.gov/departments/public-works/bid-opportunities.

Online webform via online portal:

1. Online Completed Bid Schedule

2. Online Acceptance of Addenda (if any)

3. Online Completed Subcontractor Designation Form

In addition, each Bidder must scan and submit the following documents with its electronic bid on the City’s Bid Forms. (The forms listed below can be downloaded separately on the online bid portal).

1. Completed and Signed Contractor’s Statement

2. Completed References Form

3. Completed, Signed, and Notarized Bid Bond or Other Security Form

4. Signed Noncollusion Declaration Form

5. Evidence satisfactory to the City indicating the capacity of the person(s) signing the Bid to bind the Bidder
Any Bid not accompanied by a Contractor’s Statement completed with all information required and bearing the signature of the Bidder’s duly authorized representative under penalty of perjury may be deemed non-responsive and rejected. If the City determines that any information provided by a Bidder in the Contractor’s Statement is false or misleading, or is so incomplete as to be false or misleading, the City may reject the Bid submitted by such Bidder as being non- responsive.

DELIVERY OF BIDS. The Bid shall be delivered by the time and date specified in the Notice Inviting Bid, through the City of Manhattan Beach Public Works Department Bid Opportunities webpage link to the online bid portal at https://www.manhattanbeach.gov/departments/public- works/bid-opportunities. Paper copies will not be accepted. Bidders are solely responsible for ensuring that their Bids are received in proper time. Accepted Bids shall become the property of the City.

AMENDED BIDS. Unauthorized conditions, limitations or provisos attached to a Bid may cause the Bid to be deemed incomplete and non-responsive.

WITHDRAWAL OF BID. A Bid may be withdrawn without prejudice upon written request by the Bidder filed with the City Clerk before the Bid submission deadline. Bids must remain valid and shall not be subject to withdrawal for 90 Days after the Bid opening date.

BIDDER’S SECURITY. Each Bid shall be accompanied by cash, a certified or cashier’s check payable to the City, or a satisfactory Bid Bond in favor of the City executed by the Bidder as principal and an admitted surety insurer as Surety, in an amount not less than ten percent of the Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 433
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I-2

amount set forth in the Bid. The cash, check or Bid Bond shall be given as a guarantee that, if selected, the Bidder will execute the Contract in conformity with the Contract Documents, and will provide the evidence of insurance and furnish the specified Bonds, within ten calendar days after the date of delivery of the Contract Documents to the Bidder. In case of the Bidder’s refusal or failure to do so, the City may award the Contract to the next lowest responsible bidder, and the cash, check, or Bond (as applicable) of the lowest Bidder shall be forfeited to the City to the extent permitted by law. No Bid Bond will be accepted unless it conforms substantially to the form provided in these Contract Documents.

QUANTITIES APPROXIMATE. Any quantities shown in the Bid form or elsewhere herein shall be considered as approximations listed to serve as a general indication of the amount of Work or materials to be performed or furnished, and as basis for the Bid comparison. The City does not guarantee that the actual amounts required will correspond with those shown. As deemed necessary or convenient, the City may increase or decrease the amount of any item or portion of Work or material to be performed or furnished or omit any such item or portion, in accordance with the Contract Documents.

ADDENDA. Each Bidder shall register to become a Registered Bidder via the City of Manhattan Beach Public Works Department Bid Opportunities webpage link to the online bid portal at https://www.citymb.info/departments/public-works/bid-opportunities. Addenda, if any, shall be issued via email through the online bid vendor portal. It is the Contractor’s responsibility to ensure the email address utilized in the online bid vendor p ortal is current and accurate and it is further the Contractor’s responsibility to actively check the Portal and email for the issuance of Addenda.

Bidders are responsible for ensuring that they have received any and all Addenda. It is the Bidder’s respon sibility to actively check the online bid vendor portal for Addenda or bulletin updates. Each Bidder is responsible for verifying that it has received all Addenda issued. Bidders must acknowledge receipt of all Addenda, if any. Failure to acknowledge receipt of all Addenda may cause a Bid to be deemed incomplete and non-responsive.

DISCREPANCIES IN BIDS. The unit prices for each Bid Item shall be properly entered in the online electronic Bid Schedule. Each Bidder shall set forth as to each item of Work, a unit or line item Bid amount for the item in the respective spaces provided for this purpose.

In case of discrepancy between the unit price and the line total set forth for the item, the unit price shall prevail. However, if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any cause, or is omitted, or if the unit price is the same amount as the entry in the “Line Total” column, then the amount set forth in the “Line Total” column for the item shall prevail in accordance with the following:

(1) As to lump sum items, the amount set forth in the “Line Item” column shall be the unit price.

(2) As to unit price items, the amount set forth in the “Line Item” column shall be divided by the estimated quantity for the item set forth in the Bid documents, and the price thus obtained shall be the unit price.

In case of discrepancy between words and figures, the words shall prevail.

COMPETENCY OF BIDDERS. In evaluating Bidder responsibility, consideration will be given not only to the financial standing, but also to the general competency of the Bidder for the performance of the Project. Each Bidder shall set forth in the designated area of the Bid form a statement of its experience. No Contract will be executed with a Bidder that is not licensed and registered with the DIR in accordance with State law, and with any applicable specific licensing Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 434
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requirements specified in these Contract Documents. These licensing and registration requirements for Contractors shall also apply to all Subcontractors.

BIDDER’S EXAMINATION OF SITE AND CONTRACT DOCUMENTS. The Bidder, at its sole cost and expense, is required to carefully examine the Contract Documents and the Project site to become fully acquainted with the conditions affecting the Work. The failure of a Bidder to receive or examine any of the Contract Documents or to inspect the site shall not relieve such Bidder from any obligation relating to the Bid, the Contract, or the Work required under the Contract Documents. The City assumes no responsibility or liability to any Bidder for, nor shall the City be bound by, any understandings, oral representat ions or oral agreements of the City’s agents, employees or officers concerning the Contract Documents or the Work made prior to execution of the Contract. By submitting a Bid, Bidder represents: (1) that Bidder has read and understands the Contract Documents; (2) the Bid is made in compliance with the Contract Documents and is based upon the labor, materials, equipment, and systems required by the Contract Documents; (3) that Bidder understands that a ll labor, materials, equipment, and systems to be furnish ed for the Work shall be furnished for the prices bid; (4) that it has visited the Project site, familiarized itself with the local conditions under which the Work is to be performed; (5) that it is fully experienced, qualified and competent to perform the Work set forth in the Contract Documents; (6) that it shall not damage or endanger and shall preserve and protect adjacent properties; (7) that it is properly equipped, organized, and financed to perform the Work; (8) that it is properly permitted and licensed by the California Contractors State Licensing Board to perform the Work; (9) that it has familiarized itself with all conditions bearing upon transportation, disposal, handling, and storage of materials; (10) that it has familiarized itself with the availability of labor, water, electric power, and roads; (11) that it has familiarized itself with uncertainties of weather, or similar physical conditions at the Project site; (12) that it has familiarized itself with the character of equ ipment and facilities needed preliminary to and during performance of the Work; (13) that it has familiarized itself with the staging and material storage constraints of the Project site and surrounding buildings and will confine its staging and storage operations to approved areas; and (14) that it will coordinate its construct ion activities with the other contractors performing work on the Project site, if any, including, but not limited to, any separate contractor retained by the City.

No information derived from an inspection of records or investigation will in any way relieve the Contractor from its obligations under the Contract Documents nor entitle the Contractor to any additional compensation. The Contractor shall not make any claim against the City based upon ignorance or misunderstanding of any condition of the Project site or of the requirements set forth in the Contract Documents. No claim for additional compensation will be allowed which is based on a lack of knowledge of the a bove items. Bidders assume all risks in connection with performance of the Work in accordance with the Contract Documents, regardless of actual conditions encountered, and waive and release the City with respect to any and all claims and liabilities in connection therewith, to the extent permitted by law.

The omission of any portion or item of Work from the Bid that is reasonably inferable from the Contract Documents is not a basis for adjustment of the Contract Price or the Contract Time.

DISQUALIFICATION OF BIDDERS. No Person shall be allowed to make, file or be interested in more than one Bid for the Project. A Person that has submitted a sub-bid to a Bidder, or that has quoted prices of materials to a Bidder, is not thereby disqualified from submitting a sub-proposal or quoting prices to other Bidders or from making a prime Bid. If there is a reason to believe that collusion exists among the Bidders, all affected Bids will be rejected.

RETURN OF BID SECURITY. The successful Bidder’s Bid security shall be held until the Contract is executed. Bid security shall be returned to the unsuccessful Bidders within a Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 435
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reasonable time, which in any case shall not exceed 90 Days after the successful Bidder has signed the Contract.

AWARD OF CONTRACT. The City reserves the right to reject any or all Bids or any parts thereof or to waive any irregularities or informalities in any Bid or in the bidding. The Contract award will be made under emergency procurement procedures per Section 22035 of the Public Contract Code. The Contract award, if made, will be to the lowest responsible, responsive Bidder and is anticipated to occur within 12 calendar Days after the Bid opening. The Contract award may be made after that period if the selected Bidder has not given the City written notice of the withdrawal of its Bid.”

TRENCHING. If the Project involves the construction of a pipeline, sewer, sewage disposal system, boring and jacking pits, or similar trenches or open excavations, which are five feet deep or more, then each Bidder must submit, as a Bid item, adequate sheeting, shoring, and bracing, or an equivalent method, for the protection of life or limb, which shall conform to applicable safety orders. This final submission must be accepted by the City in advance of excavation and must include a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from caving ground during the excavation Work. If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.

LISTING SUBCONTRACTORS. Each Bidder shall submit a list of the proposed Subcontractors on the Project, as required by the Subletting and Subcontracting Fair Practices Act (Public Contract Code Section 4100, et seq.).

WORK OF SUBCONTRACTORS. All Bidders are encouraged to disseminate all of the Specifications, Drawings, and other Contract Documents to all persons or entities submitting sub- bids to the Bidder.

INELIGIBLE SUBCONTRACTORS. The successful Bidder is prohibited from performing Work on the Project with any Subcontractor who is ineligible to perform work on a public works project pursuant to Sections 1777.1 or 1777.7 of the California Labor Code. By submitting a Bid, each Bidder certifies that it has investigated the eligibility of each and every listed Subcontractor and has determined that none is ineligible to perform Work pursuant to the Labor Code.

EXECUTION OF CONTRACT. The selected Bidder shall execute the Contract in the form included in these Contract Documents within five calendar days from the date of delivery of the Contract Documents to the Bidder. Additionally, the selected Bidder shall also secure all insurance and Bonds as herein specified, and provide copies to the City, within five calendar days from the date of delivery of the Contract Documents to the Bidder. Failure or refusal to execute the Contract or to conform to any of the stipula ted requirements shall be just cause for the annulment of the award and forfeiture of the Bidder’s security. In such event, the City may declare the Bidder’s security forfeited to the extent permitted by law.

SIGNATURES. The Bidder shall execute all documents requiring signatures, and shall cause to be notarized all documents that indicate such a requirement. The Bidder shall provide evidence satisfactory to the City, such as an authenticated resolution of its board of directors or a power of attorney, indicating the capacity of the person(s) signing the Bid to bind the Bidder to the Bid and any Contract arising therefrom.

INSURANCE AND BONDS. The Contractor shall not begin Work until it has given the City evidence of all required insurance coverage (including all additional insured endorsements), a Bond guaranteeing the Contractor’s faithful performance of the Contract, and a Bond securing the Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 436
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payment of claims for labor and materials. Where a Contractor has entered into an agreement with a Professional Employment Organization (PEO) to provide human resources, workers' compensation insurance, or other benefits to the Contractor's employees, the Contractor must also submit the agreement with the PEO for review by the City.

INTERPRETATION OF CONTRACT DOCUMENTS. Any Bidder that is in doubt as to the intended meaning of any part of the Contract Documents, or that finds discrepancies in or omissions from the Contract Documents, may submit to the City Engineer a written request for an interpretation or correction not later than the date specified in the Notice Inviting Bids. Requests for clarification received after this date will be disregarded. Please indicate the Project and identification number in the request for clarification. Telephonic requests will not be taken. Any interpretation or correction of the Contract Documents will be made only by a written Addendum.

No oral interpretation of any provision in the Contract Documents shall be binding.

TRADE NAMES OR EQUALS. Requests to substitute an equivalent item for a brand or trade name item must be made by written request submitted no later than five calendar days after the award of contract. Requests received after this time shall not be considered. Requests shall clearly describe the product for which approval is requested, including all data necessary to demonstrate acceptability.

TAXES. Except as may be otherwise specifically provided herein, all sales and/or use taxes assessed by federal, State or local authorities on materials used or furnished by the Contractor in performing the Work shall be paid by the Contractor. The Bidder shall calculate payment for all sales, unemployment, pension and other taxes imposed by federal, State, and local law and shall include these payments in computing the Bid.

PROTESTS. Any protest of the award of a bid must be submitted in accordance with the provisions of the City of Manhattan Beach Public Works Department Bid Protest Procedure Policy 2020-1, available on the City of Manhattan Beach Public Works Department Bid Opportu nities webpage at https://www.manhattanbeach.gov/departments/public-works/bid-opportunities.

Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 437
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CHECKLIST FOR BIDDERS

The following information is required of all Bidders at the time of Bid submission:

Online webform via online portal:

1. Online Completed Bid Schedule

2. Online Acceptance of Addenda (if any)

3. Online Completed Subcontractor Designation Form

Scanned copy submitted as attachment via online portal:

1. Completed and Signed Contractor’s Statement

2. Completed References Form

3. Completed, Signed, and Notarized Bid Bond or Other Security Form

4. Signed Noncollusion Declaration Form

5. Evidence satisfactory to the City indicating the capacity of the person(s) signing the Bid to bind the Bidder

Failure of the Bidder to provide all required information in a complete and accurate manner may cause the Bid to be considered non-responsive.

Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 438
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City of MB Form
B-1

CITY OF MANHATTAN BEACH

BID SCHEDULE FOR
INTERIM SURFACE PARKING LOT 3

Bidder’s Name:

Bidder’s Address:

The undersigned hereby agrees to execute the Contract to furnish all labor, materials, equipment and supplies for the Project in accordance with the Contract Documents to the satisfaction and under the direction of the City Engineer, at the following prices:

Base Bid Items as Follows:

BASE BID SCHEDULE:

ITEM
#

CODE

DESCRIPTION

UNIT ESTIMATED

QUANTITY
UNIT
PRICES

EXTENDED
AMOUNT

1 %
Mobilization (10%
maximum of Total Bid
Price)
LS
1 2 %
Stormwater Control,
BMPs, and NPDES
Compliance
LS 1

3 %
Traffic Control
LS 1

4 Remove and Dispose
Existing Materials (1,500 sf)
CY 40

5 Import Fill and Fine
Grading
CY 239

6 Construct New ADA Curb
Ramp per Caltrans
Standard Plan A88A
Case G
EA 1

7 Construct PCC Curb and
Gutter
LF 115

8 Construct PCC Curb LF 1000

9 Construct 4" Thick PCC
Sidewalk
SF 825

10 Construct 8" Thick PCC
over 6" CAB, Commercial
Driveway per City
Standard Plan
SF

1,100

Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 439
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MBSI-116-0
11 Remove existing AC/AB
and Replace with Full
Depth AC Slot Pave per
City Standard Plan
MBSI-120A-0 (ST-3)
SF 220

12 Construct 6" Thick PCC
Pavement per Part 2 and
Part 3 of the Special
Provisions
SF 8500

13 Construct 6” Thick
Permeable PCC
Pavement per Part 2 and
Part 3 of the Special
Provisions
SF 6200

14 Furnish and Install 6'
Wide Wheel Stop
EA 2

15 Install City-Furnished Pay
Station and Construct
Foundation
EA 2

16 Assemble and Install
City-Furnished Solar
Parking Lot Lights
EA 6

17 Furnish and Install
Detectable Warning
Surface
EA 7

18 Furnish and Install
Bicycle Rack
EA 1

19 Install ADA Striping and
Signage
LS 1

20 Paint 4" Wide White
Striping
LF 1,300

21 Paint 12" High White
Lettering
EA 12

22 Paint Curb Red LF 86

23 Install Sign on Parking
Lot Light Pole
EA 11

24 Furnish and Install
"Unauthorized Vehicle"
Sign and Post
EA 2

25 Furnish and Install
Surface Mount Flexible
Round Delineator Post
EA 3

Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 440
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26 Paint 12" Wide White
Striping
LF 50

27 Construct MBU Trash
Enclosure Walls, Roof,
Gate, and Light
LS 1

28 Install Trash Enclosure
Footings, Floor Slab,
Floor Drain, and Primer
Trap
LS 1

29 Install 6" Sewer,
Including Trenching
LF 65

30 Install 6" Sewer Lateral,
Cleanout, Connection,
Trenching, and T-Patch
LF 26

31 Install 2" Water Line,
Including Trenching
LF 200

32 Install 2" Backflow
Preventer
EA 1

33 Install 3/4" Hose Bib EA 1

34 Install Landscape
Irrigation, Including Solar
Controller, and
Morningside Drive
Crossing
LS 1

35 Install Landscape Trees
and Plantings
LS 1

36 S, %
Install Conduits and
Boxes for EV Chargers
as Indicated on Sheet 7
Utility Plan of the
Construction Drawings
LS 1

37 S, %
Design and Install Fire
Sprinkler
LS 1

38 C, %
Surveying & Monument
Preservation LS 1

$5,000

39 %
Special Project Site
Maintenance and Public
Convenience and Safety
per Section 3-12 of the
General Provisions
LS 1
$20,000
TOTAL BASE BID SCHEDULE:

Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 441
[CARBON ACTIVATED CORPORATION] RESPONSE DOCUMENT REPORT ITB No. E1301-25C
Interim Surface Parking Lot 3

[CARBON ACTIVATED CORPORATION] RESPONSE DOCUMENT REPORT Invitation to Bid - Interim Surface Parking Lot 3

Page 5 ends

PPRICE TABLES

BASE BID SCHEDULE
Line Item # Description Estimated
Quantity
Unit of
Measure
Unit Prices Total Code
1 Mobilization (10% maximum of Total Bid Price) 1 LS $84,000.00 $84,000.00 % 2 Stormwater Control, BMPs, and NPDES Compliance 1 LS $20,000.00 $20,000.00 % 3 Traffic Control 1 LS $34,317.00 $34,317.00 %
4 Remove and Dispose Existing Materials (1,500 SF) 40 CY $501.00 $20,040.00 None 5 Import Fill and Fine Grading 239 CY $251.00 $59,989.00 None 6 Construct New ADA Curb Ramp per Caltrans Standard Plan A88A Case G
1 EA $3,974.00 $3,974.00 None
7 Construct PCC Curb and Gutter 115 LF $127.00 $14,605.00 None 8 Construct PCC Curb 1,000 LF $67.40 $67,400.00 None
9 Construct 4" Thick PCC Sidewalk 825 SF $25.24 $20,823.00 None 10 Construct 8" Thick PCC over 6" CAB, Commercial Driveway per City Standard Plan MBSI-116-0
1,100 SF $44.39 $48,829.00 None
11 Remove existing AC/AB and Replace with Full Depth AC Slot Pave per City Standard Plan MBSI-120A-0 (ST-3)
220 SF $78.65 $17,303.00 None
12 Construct 6" Thick PCC Pavement per Part 2 and Part 3 of the Special Provisions
8,500 SF $22.44 $190,740.00 None
Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 442
[CARBON ACTIVATED CORPORATION] RESPONSE DOCUMENT REPORT ITB No. E1301-25C
Interim Surface Parking Lot 3

[CARBON ACTIVATED CORPORATION] RESPONSE DOCUMENT REPORT Invitation to Bid - Interim Surface Parking Lot 3

Page 6 ends

LLine Item # DDescription EEstimated
QQuantity
UUnit of
MMeasure
UUnit Prices TTotal CCode
13 Construct 6” Thick Permeable PCC Pavement per Part 2 and Part 3 of the Special Provisions
6,200 SF $23.01 $142,662.00 None
14 Furnish and Install 6' Wide Wheel Stop 2 EA $1,508.00 $3,016.00 None 15 Install City-Furnished Pay Station and Construct Foundation 2 EA $3,705.00 $7,410.00 None 16 Assemble and Install City-Furnished Solar Parking Lot Lights 6 EA $10,287.00 $61,722.00 None 17 Furnish and Install Detectable Warning Surface 7 EA $799.00 $5,593.00 None 18 Furnish and Install Bicycle Rack 1 EA $5,590.00 $5,590.00 None 19 Install ADA Striping and Signage 1 LS $10,660.00 $10,660.00 None 20 Paint 4" Wide White Striping 1,300 LF $16.00 $20,800.00 None 21 Paint 12" High White Lettering 12 EA $579.00 $6,948.00 None 22 Paint Curb Red 86 LF $63.00 $5,418.00 None
23 Install Sign on Parking Lot Light Pole 11 EA $785.00 $8,635.00 None 24 Furnish and Install "Unauthorized Vehicle" Sign and Post 2 EA $5,000.00 $10,000.00 None 25 Furnish and Install Surface Mount Flexible Round Delineator Post
3 EA $3,333.00 $9,999.00 None
26 Paint 12" Wide White Striping 50 LF $110.00 $5,500.00 None 27 Construct MBU Trash Enclosure Walls, Roof, Gate, and Light 1 LS $89,645.00 $89,645.00 None Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 443
[CARBON ACTIVATED CORPORATION] RESPONSE DOCUMENT REPORT ITB No. E1301-25C
Interim Surface Parking Lot 3

[CARBON ACTIVATED CORPORATION] RESPONSE DOCUMENT REPORT Invitation to Bid - Interim Surface Parking Lot 3

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LLine Item # DDescription EEstimated
QQuantity
UUnit of
MMeasure
UUnit Prices TTotal CCode
28 Install Trash Enclosure Footings, Floor Slab, Floor Drain, and Primer Trap
1 LS $21,167.00 $21,167.00 None
29 Install 6" Sewer, Including Trenching 65 LF $115.00 $7,475.00 None 30 Install 6" Sewer Lateral, Cleanout, Connection, Trenching, and T-Patch
26 LF $696.00 $18,096.00 None
31 Install 2" Water Line, Including Trenching 200 LF $25.00 $5,000.00 None 32 Install 2" Backflow Preventer 1 EA $4,917.00 $4,917.00 None 33 Install 3/4" Hose Bib 1 EA $5,480.00 $5,480.00 None
34 Install Landscape Irrigation, Including Solar Controller, and Morningside Drive Crossing
1 LS $65,333.00 $65,333.00 None
35 Install Landscape Trees and Plantings 1 LS $19,050.00 $19,050.00 None 36 Install Conduits and Boxes for EV Chargers as Indicated on Sheet 7 Utility Plan of the Construction Drawings
1 LS $9,000.00 $9,000.00 S, %
37 Design and Install Fire Sprinkler 1 LS $4,619.00 $4,619.00 S, % TTOTAL $$1,135,755.00

BBASE BID SCHEDULE CONTINUED - PRESET UNIT COST
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[CARBON ACTIVATED CORPORATION] RESPONSE DOCUMENT REPORT ITB No. E1301-25C
Interim Surface Parking Lot 3

[CARBON ACTIVATED CORPORATION] RESPONSE DOCUMENT REPORT Invitation to Bid - Interim Surface Parking Lot 3

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LLine Item # DDescription EEstimated
QQuantity
UUnit of
MMeasure
UUnit Cost TTotal CCode
38 Surveying & Monument Preservation 1 LS $5,000.00 $5,000.00 C, % 39 Special Project Site Maintenance and Public Convenience and Safety per Section 3-12 of the General Provisions
1 LS $20,000.00 $20,000.00 %
TTOTAL $$25,000.00

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City of MB Form
B-4

Assumptions and Exclusions:
• City will pay for all necessary City permits
• City will provide water meter
• A single-lane closure along the northern boundary of the site (i.e., 12th Street) may be made available for staging
NOTES:

1) In the CODE column (S) denotes a specialty item, (%) denotes progress payments for that lump sum item will be allowed based on the percentage of completion in each pay period, and (C) denotes payments will be made after the completion of the lump sum item.
2) In the UNIT column (LS) denotes a lump sum item.
3) For lump sum items, see Note 1 and 2. The Bid Price shall include, but not limited to, sales tax and all other applicable taxes and fees.

TOTAL BID PRICE IN DIGITS: $

TOTAL BID PRICE IN WORDS:

The bidder certifies to have a minimum of three consecutive years of current experience in the type of Work related to the Project and that this experience is in actual operation of the firm with permanent employees performing a part of the Work as distinct from a firm operating entirely by subcontracting all phases of the Work. The bidder also certifies to be properly licensed by the State as a contractor to perform this type of Work and possesses a California Contractor’s License

Number , Class , which expires on .

Signature: Title: Date:

Signature:

Title:

Date:

ENTER ONLINE
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City of MB Form
B-13

DESIGNATION OF SUBCONTRACTORS
[Public Contract Code Section 4104]

Interim Surface Parking Lot 3

List all Subcontractors who will perform Work or labor or render service to the Contractor in or about the construction of the Work or improvement, or a Subcontractor licensed by the State of California who, under subcontract to the 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 one percent of the Contractor’s total Bid or, in the case of bids or offers for the construction of streets or highways, including bri dges, in excess of one -half of one percent of the Contractor’s total Bid or $10,000.00, whichever is greater. If all Subcontractors do not fit on this page, attach another page listing all information for all other Subcontractors.

Name under which
Subcontractor is
Licensed
and Registered
CSLB License
Number(s) and
Class(es)
DIR
Contractor
Registration
Number

Address and Phone Number

Type of Work
(e.g., Electrical)

Percentage of Total
Bid (e.g., 10%)*

*The percentage of the total Bid shall represent the “portion of the work” for the purposes of Public Contract Code Section 4104(b).

ENTER ONLINE
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[CARBON ACTIVATED CORPORATION] RESPONSE DOCUMENT REPORT ITB No. E1301-25C
Interim Surface Parking Lot 3

[CARBON ACTIVATED CORPORATION] RESPONSE DOCUMENT REPORT Invitation to Bid - Interim Surface Parking Lot 3

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66. Addendum No. 2*
Bidder,s_Proposal.pdf
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City of MB Form
B-17

ADDENDA ACKNOWLEDGMENT FORM

INTERIM SURFACE PARKING LOT 3

Bidder’s Name:

The Bidder shall signify receipt of all Addenda here, if any:

Addendum Number Date Received Signature

If there are more Addenda than there is room in the chart above, attach another page acknowledging receipt of the Addenda.

ENTER ONLINE
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3/13/2025
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City of Manhattan Beach
Public Works
Erick Lee, Director
1400 Highland Ave, Manhattan Beach, CA 90266
(310) 802-5568

ADDENDA REPORT
Invitation to Bid - Interim Surface Parking Lot 3

Page 1 ends

ADDENDA REPORT
ITB No. E1301-25C
Interim Surface Parking Lot 3
RESPONSE DEADLINE: March 19, 2025 at 11:00 am

Tuesday, April 1, 2025

Addenda Issued:

Addendum #1
Mar 10, 2025 4:06 PM
Please use the See What Changed link to view all the changes made by this addendum.

Pre-Bid Meeting for Tuesday, March 11, 2025 at 9:00 AM will be virtual via Microsoft Teams:
https://teams.microsoft.com/l/meetup-
join/19%3ameeting_ZWIwMzliNWUtYzJkOC00YTFhLWE0MmItMDYwOGNkY2E1ODkx%40thread.v2/0?context=%7 b%22Tid%22%3a%2250c33347-9647-4535-bafe-5245fe037699%22%2c%22Oid%22%3a%22f3c3c21b-b298-4a9b- 9880-717d69aa6930%22%7d
Meeting ID: 253 648 574 582
Passcode: gD2yV3ER
Addendum #2
Mar 13, 2025 4:26 PM
This addendum addresses:

Electric Vehicle (EV) Chargers
Specifications Section 6-9 Liquidated Damages
Optional Pre-bid Meeting Attendees
Q&A
Please sign and attach to your bid.

Attachments:
· InterimLot 3-AddendumNo2
Addenda Acknowledgements:

Addendum #1
Proposal Confirmed Confirmed At Confirmed By
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ADDENDA REPORT
ITB No. E1301-25C
Interim Surface Parking Lot 3

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Carbon Activated Corporation X Mar 19, 2025 7:43 AM William Hewes

Addendum #2
Proposal Confirmed Confirmed At Confirmed By

Carbon Activated Corporation X Mar 19, 2025 7:43 AM William Hewes

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City of MB Form

CONTRACT

CITY OF MANHATTAN BEACH CONTRACT FOR
INTERIM SURFACE PARKING LOT 3

THIS CONTRACT (“Contract”) is made and entered this 14th day of April, 2025 (“Effective Date”), by and between the CITY OF MANHATTAN BEACH, a California municipal Corporation (“City”) and CARBON ACTIVATED CORPORATION, a California corporation, (“Contractor”). The Contractor’s California State Contractor’s license number is 842091.

In consideration of the mutual covenants hereinafter set forth, the parties hereto agree as follows:

1. Contract Documents. The Contract Documents consist of this Contract, Notice Inviting Bids, Instructions to Bidders, Bid (including documentation accompanying the Bid and any post- Bid documentation submitted before the Notice of Award), the Bonds, permits from regulatory agencies with jurisdiction, General Provisions, Special Provisions, Plans, Standard Plans, 2024 edition of the Standard Specifications for Public Works Construction “Greenbook” (“Standard Specifications”) as amended by the Contract Documents, Reference Specifications, Addenda, Change Orders, and Supplemental Agreements. The Contract Documents are attached hereto and incorporated herein by reference. In the event of any conflict between this Contract and any Exhibit attached hereto or any document referenced herein, the provisions of this Contract shall control.

2. Scope of Services . The Contractor shall perform and provide all materials, tools, equipment, labor, and services necessary to complete the Work in a good and workmanlike manner for the project identified as Interim Surface Parking Lot 3 (“Project”), as described in the Contract Documents and in accordance with any further written instructions, if any, of the Director of Public Works or his/her designated representative.

3. Compensation.

3.1 Contract Price and Basis for Payment . In consideration for the Contractor’s full, complete, and timely performance of the Work required by the Contract Documents, the City shall pay the Contractor for the actual quantity of Work required under the Bid Items awarded by the City performed in accordance with the lump sum prices and unit prices for Bid Items, set forth in the Bidder’s Proposal submitted with the Bid. The sum of the unit prices and lump sum prices for the Bid Items, awarded by the City is $ 1,160,755.00(“Contract Price”). It is understood and agreed that the quantities set forth in the Bidder’s Proposal for which unit prices are fixed are estimates only and that the City will pay and the Contractor will accept, as full payment for these items of work, the unit prices set forth in the Bidder’s Proposal multiplied by the actual number of units performed, constructed, or completed as directed by the Engineer.

3.2 Payment Procedures . Based upon applications for payment submitted by the Contractor to the City, the City shall make payments to the Contractor in accordance with Section 7 of the Standard Specifications.

4. Contract Time.

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4.1 Initial Notice to Proceed. The City shall issue the “Notice to Proceed to Fulfill Preconstruction Requirements and Order Materials,” The date specified in the Notice to Proceed to Fulfill Preconstruction Requirements and Order Materials constitutes the date of commencement of the Contract Time of 40 Working Days. The Contract Time includes the time necessary to fulfill preconstruction requirements, place the order for materials, and to complete construction of the Project (except as adjusted by subsequent Change Orders).

The Notice to Proceed to Fulfill Preconstruction Requirements and Order Materials shall further specify that the Contractor must complete the preconstruction requirements and order materials within 10 Working Days after the date of award of Contract.

Preconstruction requirements include, but are not limited to, the following:
• Submitting and obtaining approval of Baseline Schedule. Refer to GP Part 1 Section 6. • Submitting and obtaining approval of Traffic Control Plans. Refer to GP Part 6.

• Submitting and obtaining approval of the Water Pollution Control Plan (WPCP).

Refer to GP Part 1 Section 3-12.6.

• Submit Monument Inventory List. Refer to GP Part 4.

• Submitting a Construction & Demolition Waste Management Plan per GP Part 1 Section 9

• Notifying all agencies, utilities, residents, etc., as outlined in the Contract Documents.

Refer to GP Part 6 Section 600-1, Part 9, and Appendix IV.

• Submit and obtain approval of critical required and lead time submittals listed in the Contract Documents and Special Provisions (i.e., concrete, asphalt, base materials, thermoplastic, rebar, parking wheel stop, anchors, signage, posts, delineators, bike rack, detectable warning surface, backflow, EV charger, sprinkler, drain and trap, etc.).

4.2 Notice to Proceed with Construction. After all preconstruction requirements are met and materials have been ordered in accordance with the Notice to Proceed to Fulfill Preconstruction Requirements and Order Materials, the City shall issue the “Notice to Proceed with Construction,” at which time the Contractor shall diligently prosecute the Work, including corrective items of Work, day to day thereafter, within the remaining Contract Time.

5. Liquidated Damages for Delay and Control of Work.

5.1 Liquidated Damages . For the purposes of the calculation of the start of the liquidated damages, the Work shall be deemed to be completed when the same has been completed in accordance with the Plans and Specifications therefor and to the satisfaction of the Engineer, and the Engineer has certified such completion in accordance with Section 3- 13.1 of the Standard Specifications. The liquidated damages value of Section 6- 9 of the Standard Specifications is hereby amended to be $2,000 per day. Time is of the essence in this Contract.

6. Early Completion.

6.1 Not Used
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6.2 City Not Liable for Contractor Failure to Achieve Early Completion. While the Contractor may schedule completion of all of the Work, or portions thereof, earlier than the Contract Time, the City is exempt from liability for and the Contractor will not be entitled to an adjustment of the Contract Sum or to any additional costs, damages, including, but not limited to, claims for extended general conditions costs, home office overhead, jobsite overhead, and management or administrative costs, or compensation whatsoever, for use of float time or for the Contractor’s inability to complete the Work earlier than the Contract Time for any reason whatsoever.

7. Work after Stop Work Notice. Any work completed by the Contractor after the issuance of a Stop Work Notice by the City shall be rejected and/or removed and replaced as specified in the applicable Section of the Special Provisions.

8. Antitrust Claims. In entering into this Contract, the Contractor offers and agrees to assign to the City 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 (Business and Professions Code Section 16700 et seq.) arising from purchases of goods, services, or materials pursuant to the Contract. This assignment shall be made and become effective at the time the City tenders final payment to the Contractor without further acknowledgment by the parties.

9. Prevailing Wages. The City and the Contractor acknowledge that the Project is a public work to which prevailing wages apply.

10. Workers’ Compensation . Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of Labor Code Section 1861, by signing this Contract, the Contractor certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self -insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the Work of this Contract.”

11. Titles. The titles used in this Contract are for convenience only and shall in no way define, limit or describe the scope or intent of this Contract or any part of it.

12. Authority. Any person executing this Contract on behalf of the Contractor warrants and represents that he or she has the authority to execute this Contract on behalf of the Contractor and has the authority to bind the Contractor to the performance of its obligations hereunder.

13. Entire Agreement . This Contract, including the Contract Documents and any other documents incorporated herein by specific reference, represents the entire and integrated Contract between the City and the Contractor. This Contract supersedes all prior oral or written negotiations, representations or agreements. This Contract may not be modified or amended, nor any provision or breach waived, except in a writing signed by both parties that expressly refers to this Contract.

14. Counterparts. This Contract may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes.

IN WITNESS WHEREOF, the parties hereto have executed this Contract the day and year first above written.

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C-4
CITY:

City of Manhattan Beach,
a California municipal corporation
By:

Name: Talyn Mirzakhanian
Title: City Manager
Date:

ATTEST:

By:

Name: Liza Tamura
Title: City Clerk
Date:

APPROVED AS TO FORM:

By:

Name: Quinn M. Barrow
Title: City Attorney
Date:

APPROVED AS TO FISCAL IMPACT:

By:

Name: Libby Bretthauer
Title: Acting Finance Director
Date:

APPROVED AS TO CONTENT:

By:

Name: Erick Lee

Title: Public Works Director
Date:

CONTRACTOR:

Carbon Activated Corporation,
a California corporation
By:

Name: Lionel Perera
Title: President
Date:

By:

Name: Anne Nash
Title: Secretary
Date:

PROOF OF AUTHORITY TO BIND

CONTRACTING PARTY REQUIRED
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C-11

CHECKLIST FOR EXECUTION OF CONTRACT

TO BE SUBMITTED BY SUCCESSFUL BIDDER:

Executed copy of the Contract (will be sent via DocuSign)

Completed, signed, and notarized Payment Bond (one original and one electronic copy) in amount of the Contract

Completed, signed, and notarized Performance Bond (one original and one electronic copy) in amount of the Contract

Workers’ Compensation Certificate with attached Certificate of Insurance

General Liability insurance certificate naming the City as an additional insured

Automobile insurance naming the City as an additional insured

Umbrella/Excess Liability (General aggregate) insurance certificate naming the City as a co-insured, if applicable

Additional insured endorsement – comprehensive general liability Additional insured endorsement – automobile liability
Additional insured endorsement – excess liability

Primary and Non-Contributory Endorsement- General Liability Policy Waiver of Subrogation - general liability
Waiver of Subrogation - Worker’s Compensation

W-9 Request for Taxpayer Identification Number and Certification Form

Verification of Authority to Sign Document

DocuSign Contact Signature Form

ALL SUBMITTALS WILL BE RETAINED BY CITY, EXCEPT FOR ONE COPY OF THE

FULLY EXECUTED CONTRACT
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1-1
PART 1 – GENERAL PROVISIONS
SECTION 0. GENERAL PROVISIONS DEFINED
0-1 STANDARD SPECIFICATIONS

The 2024 edition of “Standard Specifications for Public Works Construction”, as amended by the Contract Documents, is incorporated into the Contract Documents by this reference. The Work described herein shall be done in accordance with the provisions of the Standard Specifications, as amended by the Contract Documents.

0-2 NUMBERING OF SECTIONS

The number of sections and subsections in these General Provisions are compatible with the numbering in the Standard Specifications. Subsections of architectural and/or other work may be numbered according to the Construction Specifications Institute (CSI) format.

0-3 SUPPLEMENTATION OF STANDARD SPECIFICATIONS

The Sections that follow supplement, but do not replace, the corresponding provisions in Party 1 (General Provisions) of the Standard Specifications, except as otherwise indicated herein. In the event of any conflict between the Standard Specifications and these General Provisions, these General Provisions shall control.

SECTION 1. GENERAL, TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE,

AND SYMBOLS

The provisions below shall supplement, but not replace, those provisions in Section 1 of the Standard Specifications.

1-2 TERMS AND DEFINITIONS

Whenever in the Standard Specifications or in the Contract Documents the following terms are used, they shall be understood to mean the following:

Agency – The City of Manhattan Beach.

Applicable Law – All State, federal, and local laws, statutes, ordinances, codes, rules, and regulations governing the Work.

Bid Item – An item of Work listed on the Bid Schedule.

Board – The City Council of the City of Manhattan Beach.

City – The City of Manhattan Beach
City Council – The City Council of the City of Manhattan Beach Contract Documents – As defined in Section 1 of the Contract.

Contract Time – The number of Working Days stated in the Contract for the completion of the Work.

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County – County of Los Angeles, California

Detour – A temporary route for traffic (vehicular or pedestrian) around a closed portion of a road or travel way.

Engineer – The City Engineer, acting either directly or through properly authorized agents. Such agents shall act within the scope of the particular duties entrusted to them.

Estimated Quantities – The quantities of Work anticipated to be performed, as set forth in the Bid Schedule, designated as units or a lump sum.

Excavation – Any operation in which earth, rock, or other material in the ground is moved, removed, or otherwise displaced by means of tools, equipment, or explosives in any of the following ways: grading, trenching, digging, ditching, drilling, augering, tunneling, scraping, cable or pipe plowing and driving, or any other way (Cal. Gov.

Code § 4216).

Final Acceptance- Acceptance of the Work by the City Council and direction to staff to cause recordation of the Notice of Completion, pursuant to Section 3 -13.1 these General Provisions.

Inspector – An authorized representative of the City, assigned by the City to make inspections of Work performed by or materials supplied by the Contractor.

Major Item of Work – A bid item amount that is at least 10% of the total contract award amount.

Minor Item of Work – A bid item amount that is less than 10% of the total contract award amount.

Notice of Completion – The notice authorized by Civil Code Section 9204.

Notice to Proceed or Notice to Proceed with Construction – A written notice issued by the City to the Contractor that authorizes the Contractor to perform the Work.

Notice to Proceed to Fulfill Preconstruction Requirements and Order Materials – A written notice issued by the City to the Contractor that authorizes the Contractor to proceed with preconstruction requirements and the acquisition or purchase of materials t hat are to be incorporated into the Work and establishes the date of commencement of the Contract Time.

Project – See Work.

Punch List – A list of items of Work to be completed or corrected by the Contractor in order to complete the Work as specified in the Contract Documents.

Shop Drawings – All drawings, diagrams, illustrations, brochures, schedules and other data which are prepared by the Contractor, a Subcontractor, manufacturer, supplier, or distributor, which illustrate how specific portions of the Work shall be fabricated or installed.

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State – The State of California.

Submittal – Any drawing, calculation, specification, product data, samples, manuals, requests for substitutes, spare parts, photographs, survey data, traffic control plans, record drawings, bonds or similar items required to be submitted to the City under the terms of the Contract.

Traffic Engineer – The representative of the Engineer who is assigned traffic -related matters.

Work – The construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials, equipment, services provided or to be provided by the Contractor to fulfill the Contractor’s obligations.

Working Day - Any calendar day except Saturdays, Sundays, and the following holidays:

New Year’s Day ............................................ January 1

Martin Luther King, Jr. Day ........................... 3rd Monday in January

Presidents’ Day ............................................. 3rd Monday in February

Memorial Day ................................................ Last Monday in May

Independence Day ........................................ July 4

Labor Day ..................................................... 1st Monday in September

Columbus Day .............................................. 2nd Monday in October

Veterans’ Day ............................................... November 11

Thanksgiving ................................................. 4th Thursday in November

Friday after Thanksgiving .............................. 4th Friday in November

Christmas Day .............................................. December 25

If a holiday falls upon a Sunday, the following Monday shall be the day the holiday is observed, and if a holiday falls upon a Saturday, the preceding Friday shall be the day the holiday is observed.

Work Directive – A unilateral written order issued by the City directing the Contractor to continue performance of the Work or a disputed item of Work pending resolution of a claim or dispute concerning the scope of Work.

1-3 ABBREVIATIONS
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1-4
1-3.3 Institutions

The institutions listed in Section 1 -3.3 of the Standard Specifications shall be supplemented by the list below:

Abbreviation Word or Words
AAN ...................................................................................... American Association of Nurserymen AGCA ......................................................................... Associated General Contractors of America APWA ..................................................................................... American Public Works Association CRSI ....................................................................................... Concrete Reinforcing Steel Institute CSI ......................................................................................... Construction Specifications Institute NEC ............................................................................................................. National Electric Code NFPA ...................................................................................... National Fire Protection Association SSS ............................................................................. State of California Standard Specifications, Latest edition, Department of Transportation
SSP .......................................................................................... State of California Standard Plans, Latest edition, Department of Transportation

1-7 AWARD AND EXECUTION OF THE CONTRACT

1-7.2. Contract Bonds. The following paragraphs shall be added following the seventh paragraph:

The Faithful Performance Bond shall remain in force until the date of recordation of the Notice of Completion. The Labor and Materials Bond shall remain in force until expiration of the time within which the California Labor Commissioner may serve a civil wage and penalty assessment against the principal, any of its Subcontractors, or both the principal and its Subcontractors pursuant to Labor Code Section 1741, and until the expiration of the time within which a joint labor management committee may commence an action against the principal, any of its Subcontractors, or both the principal and its Subcontractors pursuant to Labor Code Section 1771.2.

The warranty or maintenance Bond shall be valid for one year from the date of recordation of Notice of Completion by the County Recorder, in the amount of ten percent of the Contract Price.

Other than the details listed herein, the warranty or maintenance Bond shall adhere to the requirements for Bonds in Section 1 -7.2 of the Standard Specifications. Nothing herein shall abridge or amend Section3-13.3 of the Standard Specifications or the related provisions in these Contract Documents.

All Bonds must be submitted using the required forms, which are in the Contract Documents, or on any other form approved by the City Attorney.

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SECTION 2. SCOPE OF THE WORK

The provisions below shall supplement but not replace those provisions in Section 2 of the Standard Specifications, unless specifically noted below.

2-1 WORK TO BE DONE

The following paragraphs shall be added at the end of Subsection 2-1:

All work which is defective in its construction or deficient in any of the requirements of the Plans and Specifications shall be remedied or removed and replaced by the Contractor in an acceptable manner at his own expense. No compensation will be allowed for any work done beyond the lines and grades shown on the Plans or established by the Engineer. Upon failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this article, the Engineer and the City may cause the defective work to be remedied or removed and replaced at the expense of the Contractor.

Any unauthorized or defective work, defective material or workmanship or any unfaithful or imperfect work that may be discovered before Final Acceptance of work by the Board shall be corrected immediately with no extra charge even though it may have been overlooked in previous inspections and estimates or may have been caused due to failure to inspect the work.

2-2 PERMITS

The following paragraphs shall be added at the end of Subsection 2-2:

Before starting any construction work, unless otherwise noted, the Contractor will be required to obtain all necessary permits from the City, which may include obtaining an encroachment permit for Work within the public right-of-way, as well as all other permits required from all other agencies.

Should this Project require construction of trenches or excavations which are five feet or deeper and into which a person is required to descend, the Contractor shall obtain a Cal/OSHA permit and furnish the City with a copy before Wor k can commence on this Project. The Contractor shall bear all cost for fees for all agencies except for the City of Manhattan Beach permit fees.

The Contractor shall procure all permits and licenses, pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the work. All City of Manhattan Beach permits required for the performance of the Contract shall be issued on a “no fee” basis.

2-4 COOPERATION AND COLLATERAL WORK

The following paragraphs shall be added at the end of Subsection 2-4:

The Contractor shall be responsible for coordinating all Work with the City’s street sweeping, trash pick-up, and street maintenance contractors, emergency services departments, utility companies’ crews, and others when necessary who have the right to operate within or adjacent to the work site during the performance of such work. If necessary to avoid or minimize such damage or delay, the Contractor shall re -deploy its work force to other parts of the work. Each contractor shall be responsible to the other for all damage to work, to persons or property caused to the other by their operations, and for loss caused to the other due to unnecessary delays or failure to finish the work within the time specified for completion.

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Payment for conforming with all collateral work shall be considered, as being included in the various Contract items in the bid schedule and no additional compensation will be allowed thereof.

2-5 THE CONTRACTOR’S EQUIPMENT AND FACILITIES

The following sentence shall be added at the end of Section 2-5:

The use of excessively loud equipment and warning signals shall be avoided, except in those cases required for the protection of personnel.

2-5.4 Haul Routes

Subsection 2-5.4 shall be deleted and replaced as follows:

The Contractor must obtain the Engineer’s approval before using any haul routes.

Further detail requirements for haul traffic are delineated in the Special Provisions.

2-6 CHANGES REQUESTED BY THE CONTRACTOR

2-6.1 General

The following paragraph shall be added at the end of Subsection 2-6.1:

If the Contractor alleges that instructions issued after the date of the Contract will result in increases to the Contract Price or Contract Time, if latent or unforeseen conditions require modification of the Contract Documents, or the Contractor otherwise becomes aware of the need for or desirability of a change in the Work, a Change Order Proposal (“COP”) may be submitted to the City in writing, using the forms provided herein in Subsection 2 -7.1.1 of the General Provisions, and must specify the reasons for such change, including relevant circumstances and impacts on the construction schedule. The Contractor may request additional compensation and/or time through a COP but not for instances that occurred more than ten calendar days prior to the COP. The Contractor’s failure to initiate a COP within such period shall be deemed a waiver of the right to adjustment of the Contract Price or the Contract Time for the alleged change, unless such waiver is prohibited under state law. Any COP that is approved by the City will be incorporated in a Change Order or Construction Change Directive. If the City determines that the Work in question is not a change, the City shall issue a Work Directive, ordering the Contractor to proceed with the Work without delay. If the COP is denied but the Contractor believes that it does have merit, the Contractor may submit a claim to the City.

2-7 CHANGES INITIATED BY THE AGENCY

The following paragraph shall be added at the end of Section 2-7:

The City reserves the right, without notice to the Surety, to increase or decrease the quantity of any item or portion of the Work described in the Contract Documents or to alter or omit portions of the Work so described, as may be deemed necessary or expedient by the Engineer, without in any way making the Contract void. Such increases, alterations or decreases of Work shall be considered and treated as though originally contracted for, and shall be subject to all the terms, conditions and provisions of the original Contract. The Contractor shall not claim or bring suit for damages, whether for loss of profits or otherwise, on account of any decrease, alteration or omission of any kind of Work to be done.

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2-7.1 General

Add the following paragraphs at the end of Subsection 2-7.1:

The City reserves the right to make changes in the Work, including the elimination of any Bid Item, after execution of the Contract and without invalidating the Contract by:

Change Order approved by the City Council, City Manager, Public Works Director, or City Engineer (dollar value of approval authority for each as per City policy); or

Construction Change Directive approved by the City Council, City Manager, Public Works Director, or City Engineer (dollar value of approval authority for each as per City policy);

A change that causes the total value of all changes to exceed the Contract contingency amount established at the time of award of the Contract must be approved by the City Council. No payments in excess of the original Contract Price will be made until a Change Order is approved in the normal course of business. The City may, at any time, without notice to the Contractor’s surety(ies), order changes in the Work within the general scope of the Contract. Such changes in the Work shall not relieve or release the surety(ies) of its (their) obligations under the Performance and Payment Bonds issued for the Project. Changes in the Work made pursuant to this Article 3 shall in no way release any guarantee or warranty provided by the Contractor.

The City may issue a Change Order Proposal Request (“COPR”), in writing, to the Contractor, describing a proposed change to the Work and requesting that the Contractor submit an itemized Change Order Proposal (“COP”) to the City. The Contractor shall submit the COP to the City Engineer, using the forms provided herein in Subsection 2 -11.2 of these General Provisions, within ten calendar days after the City’s issuance of the COPR. If the Contractor fails to submit a COP within such period of time, it shall be presumed that the change described in the City’s COPR will not result in an increase to the Contract Price or Contract Time and the change shall be performed by the Contractor without such increases. A COPR does not authorize the Contractor to commence performance of the changed work. The Contractor shall not perform any change until receipt of the City’s written approval. If the City approves the Contractor’s COP, the City shall issue a Change Order.

Whenever a change is pending, the Contractor shall notify the City if it is necessary to halt other Work in the area of the change that would be affected thereby, until such time as the change is authorized.

Any change to the Contract Price shall be in a sum mutually agreed to by the Contractor and the City. When the cost for Extra Work cannot be agreed upon, the City will pay for Extra Work based on the accumulation of costs as provided for in Subsection 7-4, “Payment for Extra Work,” of the Standard Specifications and the General Provisions.

2-7.1.1 Change Order

A Change Order is a written instrument prepared by the City and signed by the City and the Contractor, stating their agreement upon all of the following:

A. The scope of the change in the Work;

B. The amount of the adjustment, if any, in the Contract Price; and

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C. The extent of the adjustment, if any, in the Contract Time.

2-7.1.1.1 Accord and Satisfaction

Add Subsection 2-7.1.1.1 as follows:

The Contractor’s agreement on any Change Order shall be a full compromise and settlement of all adjustments to the Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences, and other extraordinary or consequential damages (hereinafter called “Impacts”), including any ripple or cumulative effect of the Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in the Change Order. By execution of any Change Order, the Contractor agrees that the Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of whatsoever nature, character or kind arising out of or incidental to the Change Order. No action, conduct, omission, product failure, or course of dealing by the City shall act to waive, modify, change, or alter the requirement that Change Orders must be in wr iting, signed by the City and the Contractor, and that such written Change Orders are the exclusive method for effectuating any change to the Contract Sum and/or Contract Time.

2-7.1.2 Construction Change Directive

Add Subsection 2-7.1.2 as follows:

A Construction Change Directive is a written order prepared and signed by the City, directing a change in the Work prior to the Contractor’s agreement on adjustment, if any, in the Contract Price or Contract Time, or both. The City may, by Construction Change Directive, without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Price and Contract Time being adjusted accordingly. Upon receipt of a C onstruction Change Directive, the Contractor shall promptly proceed with the change in the Work involved. A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change Order. The City’s form of Construction Change directive is provided in Subsection 2-11 of the General Provisions.

2-8 EXTRA WORK

Subsection 2-8 of the Standard Specifications shall be deleted and replaced as follows:

New and unforeseen work will be classified as Extra Work only when the Work is not covered and cannot be paid for under any of the various items or combination of items for which a Bid price appears on the Bid. The Contractor shall not do any Extra Work except upon written order from the Engineer.

All Extra Work shall conform to the Plans and Specifications.

The Contractor shall furnish to the Engineer each Subcontractor’s signed and detailed estimate of the cost for labor, materials, and equipment, including the markup by such Subcontractor for overhead and profit for Work added or deducted to a Subcontractor’s scope of Work. The Contractor shall furnish to the Engineer the sub-Subcontractor’s signed detailed estimate of the cost for labor, materials, and equipment, including the markup by such sub- Subcontractor for Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 497
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overhead and profit for Work added or deducted to a sub-Subcontractor’s scope of Work. The Contractor shall furnish to the Engineer the vendor or supplier’s signed detailed estimate or quotation of the cost to the Contractor for Work added or deducted from a vendor or suppliers scope of Work.

2-10 DISPUTED WORK

Delete Subsection 2-10 in its entirety and substitute the following:

In the event of disputed Work, the City shall have the right to unilaterally issue a written Work Directive; and the Contractor shall continue performance pending resolution of the dispute and shall maintain cost data described in Subsection 2 -8 of the Standard Specifications and the General Provisions. The City’s form of Work Directive is provided in Subsection 2 -11 of the General Provisions. Payment shall be made for such disputed Work as is later determined by negotiation between the parties or as is fixed by a court of law.

2-11 FORMS

Add Section 2-11 to incorporate the following forms, which appear in the succeeding pages. 2-11.1 Change Order Form

2-11.2 Change Order Proposal Forms

(a) Change Order Proposal Summary Report

(b) Labor Cost Report

(d) Material Cost Report

(e) Equipment Cost Report

(f) Special Forces/Services Cost Report
2-11.3 Construction Change Directive Form
2-11.4 Work Directive Form
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CITY OF MANHATTAN BEACH
Project No. D-952

CITY OF MANHATTAN BEACH

PUBLIC WORKS DEPARTMENT
Engineering Division
CONTRACT CHANGE ORDER NO. 1 (Final)
PROJECT NO.:

DESCRIPTION:

TO: Construction Company, Inc.

SUMMARY: This change order includes items for XXXXX. It added XX days to the schedule.

You are hereby instructed to comply with the following changes from the Contract Plans and Specifications:

SUMMARY OF CHANGES
Description
(Detailed Explanation Attached)
Change in
Contract Price1
Change in
Work Days

1. $0.00

2. Adjustment in Final Bid Quantities $0.00
Net Change in Contract Price and Work Days $0.00
1Deduction or decrease in Contract Price is denoted in parentheses.

The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order.

SUMMARY OF ALL CHANGE ORDERS

ORIGINAL CONTRACT AMOUNT ............................... $000,000.00 CCO1 (FINAL) ......................................................................... $0.00 TOTAL .......................................................................... $000,000.00

SUMMARY OF WORKING DAYS

FIRST DAY OF WORK: ........................................................... Date CONTRACT WORKING DAYS ...................................................... X TIME EXTENSION: CCO 1 (Final) ................................................Y NEW TOTAL WORKING DAYS: ............................................... X+Y LAST DAY OF WORK ...................................................... New Date Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 499
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CITY OF MANHATTAN BEACH
Project No. D-952

CHANGE ORDER DETAIL

Change Order No.: 1 (Final)
Project No.:

Description:

The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs:
(A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date.

Item No. 1:

A. Reason for Change:

Due to conditions encountered during construction, modifications to the amount of Work were determined to be appropriate, and the changes were addressed by means of adjusting applicable contract quantities, as outlined below.

B. Description of Change:

ITEM DESCRIPTION UNIT UNIT
PRICE
BID OR

CURRENT

APPROVED
QTY
FINAL
QTY

CHANGE CHANGE
IN COST1
New Item 0 0 0 0.00

1Deduction or decrease in Contract Price is denoted in parentheses.

C. Change in Contract Cost:

Add $0.00

D. Change in Completion Date:

Add Y Working Days

Item No. 2:

A. Reason for Change:

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B. Description of Change:

CITY OF MANHATTAN BEACH
Project No. D-952

ITEM DESCRIPTION UNIT UNIT
PRICE
BID OR

CURRENT

APPROVED
QTY
FINAL
QTY

CHANGE CHANGE
IN COST1
New Item 0 0 0 0.00
1Deduction or decrease in Contract Price is denoted in parentheses.

C. Change in Contract Cost:

Add $0.00

D. Change in Completion Date:

No Change.

SIGNATURE PAGE TO FOLLOW:

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CITY OF MANHATTAN BEACH
Project No. D-952

The original Contract Price was ($0.00). Contract Change Order No. 1 (Final) increased the Contract Price by ($0.00). The new Contract Price will be $00/100, resulting in an increase of approximately 0.00% to the original Contract.

The original Contract Time of X Working Days was extended by Y Working Days per Change Order No. 1 (Final). The last contract Working Day is new Date.

Ordered:

Public Works Director
Date:

Concurred by:

City Engineer

Date:

Concurred by:

Project Manager

Date:

Acceptance by the Contractor:

This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other e xtraordinary or consequential damages (hereinafter called “Impacts”), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Ord er. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order.

Name: Date:

Title:

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CITY OF MANHATTAN BEACH
Project No. D-952

CHANGE ORDER PROPOSAL FORM EXAMPLE

2-11.2(a) CONTRACT CHANGE ORDER PROPOSAL SUMMARY REPORT

General Contractor AMOUNT

1. Labor Cost ........................................................................................................ $

2. Material Cost .................................................................................................... $

3. Equipment Cost ................................................................................................ $

4. Special Forces/Services ................................................................................... $

Subtotal Contractor Cost• ............................................................................................. $

5. Subcontractor/Sub-Subcontractor Name

Labor Cost ......................................... $

Material Cost ..................................... $

Equipment Cost ................................. $

Subtotal Subcontractor/Sub-Subcontractor Cost

6. Subcontractor/Sub-Subcontractor Name

Labor Cost ......................................... $

Material Cost ..................................... $

Equipment Cost ................................. $

Subtotal Subcontractor/Sub-Subcontractor Cost .......................................................... $

TOTAL CONTRACT CHANGE ORDER COSTS ......................................................... $ Date
CCO Proposal No. Contractor
Item No. Location

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CITY OF MANHATTAN BEACH
Project No. D-952

CHANGE ORDER PROPOSAL FORM
2-11.2(b) LABOR COST REPORT EXAMPLE

CLASSIFICATION AND NAME

HOURS
HOURLY
RATE

EXTENDED

AMOUNTS
Classification:

Name:

OT
REG
$
$
$
$
Classification:

Name:

OT
REG
$
$
$
$
Classification:

Name:

OT
REG
$
$
$
$
Classification:

Name:

OT
REG
$
$
$
$
Classification:

Name:

OT
REG
$
$
$
$
Classification:

Name:

OT
REG
$
$
$
$
TOTAL LABOR $

Overhead/profit 20% ................................................................................................. $

Total labor/overhead/profit ......................................................................................... $

Subcontractor’s mark-up of total Sub-Subcontractor
labor/overhead/profit (if applicable) 5% ..................................................................... $

General contractor’s mark-up of total Subcontractor
or Sub-Subcontractor labor/overhead/profit (if applicable) 5% .................................. $

Total .......................................................................................................................... $ Date
CCO Proposal No. Contractor or Subcontractor
Item No. Location

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CITY OF MANHATTAN BEACH
Project No. D-952

CHANGE ORDER PROPOSAL FORM
2-11.2(c) LABOR RATES REPORT EXAMPLE

CLASSIFICATION:

TAXABLE BASE: AMOUNT
Base Hourly Pay $
Vacation $
TOTAL TAXABLE BASE $

TAXES & INSURANCE PERCENT AMOUNT
Social Security Tax $
State Unemployment Tax $
Federal Unemployment Tax $
Workmen’s Compensation $
Liability & Umbrella Insurance $
TOTAL TAXES & INSURANCE $

FRINGE BENEFITS AMOUNT
Pension $
Health & Welfare $
Training $
Other Fringe Benefits $
TOTAL FRINGE BENEFITS $

AMOUNT $
Date
CCO Proposal No. Contractor or Subcontractor
Item No. Location

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CITY OF MANHATTAN BEACH
Project No. D-952

CHANGE ORDER PROPOSAL FORM
2-11.2(d) MATERIAL COST REPORT EXAMPLE

INVOICE
NO.

DESCRIPTION

AMOUNT

1. Material $
Sales Tax (Prevailing Tax Rate) 9.50% $
Subtotal $

2. Material $
Sales Tax (Prevailing Tax Rate) 9.50% $
Subtotal $

3. Material $
Sales Tax (Prevailing Tax Rate) 9.50% $
Subtotal $

SUBTOTAL MATERIAL COST $

NOTE: An itemized list of materials, manufacturers, serial numbers, invoices, and other pertinent date shall be submitted along with the material cost report.

Overhead/profit 15% ................................................................................................. $

Total material/overhead/profit .................................................................................... $

Subcontractor’s mark-up of total Sub-Subcontractor
material/overhead/profit (if applicable) 5% ................................................................ $

General contractor’s mark-up of total Subcontractor
or Sub-Subcontractor labor/overhead/profit (if applicable) 5% .................................. $

Total .......................................................................................................................... $ Date
CCO Proposal No. Contractor or Subcontractor
Item No. Location

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CITY OF MANHATTAN BEACH
Project No. D-952

CHANGE ORDER PROPOSAL FORM
2-11.2(e) EQUIPMENT COST REPORT EXAMPLE

EQUIPMENT NO.
(Description, Type, Size)

HOURS

HOURLY RATE

EXTENDED

AMOUNTS

SUBTOTAL EQUIPMENT COST $

Overhead/profit 15% ................................................................................................. $

Total equipment/overhead/profit ................................................................................ $

Subcontractor’s mark-up of total Sub-Subcontractor
equipment/overhead/profit (if applicable) 5% ............................................................ $

General contractor’s mark-up of total Subcontractor
or Sub-Subcontractor equipment/overhead/profit (if applicable) 5% ......................... $

Total .......................................................................................................................... $ Date
CCO Proposal No. Contractor or Subcontractor
Item No. Location

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CITY OF MANHATTAN BEACH
Project No. D-952

CHANGE ORDER PROPOSAL FORM

2-11.2 (f) SPECIAL FORCES/SERVICES COST REPORT EXAMPLE

INVOICE
NO.

DESCRIPTION

AMOUNT

1. $
$
Subtotal $

2. $
$
Subtotal $

3. $
$
Subtotal $

SUBTOTAL MATERIAL COST $

NOTE: An itemized list of materials, manufacturers, serial numbers, invoices, and other pertinent date shall be submitted along with the special forces/services cost report.

Overhead/profit 15% ................................................................................................. $

Total Special Forces/Services/Overhead/Profit .................................................... $ Date
CCO Proposal No. Contractor or Subcontractor
Item No. Location

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2-11.3 CONSTRUCTION CHANGE DIRECTIVE

CITY OF MANHATTAN BEACH
Project No. D-952

Distribution to: CITY CONTRACTOR OTHER PROJECT MANAGER

PROJECT: DIRECTIVE NO.:

DATE:

CONTRACT DATE:

TO CONTRACTOR: CONTRACT FOR:

You are hereby directed to make the following change(s) to this Contract:

PROPOSED ADJUSTMENTS

1. The proposed basis of adjustment to the Contract Price is:
[ ] Lump Sum (increase) (decrease) of $
[ ] Unit Price of $ per
[ ] Daily time and materials records of actual costs plus a overhead and profit, as provided in Subsection 2 -8, “Extra Work,” the Standard Specifications and the General Provisions, [subject to a Not-To-Exceed Amount of $ ].\ [ ] as follows:

2. The Contract Time is proposed to (be adjusted) (remain unchanged). The proposed adjustment, if any, is (an increase of days) (a decrease of days).

If the Contractor disagrees with the proposed adjustments, it must submit its own proposal within ten days of the date of this Construction Change Directive pursuant to Contract Documents or the proposed adjustment will become final and binding on the Contractor.

When signed by the City and received by the Contractor, this document becomes effective IMMEDIATELY as a Construction Change Directive (CCD), and the Contractor shall proceed with the change(s) described above.

Ordered:

Public Works Director
Date:

Concurred by:

City Engineer
Date:

Concurred by:

Project Manager
Date:

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2-11.4 WORK DIRECTIVE

CITY OF MANHATTAN BEACH
Project No. D-952

Distribution to: CITY CONTRACTOR FIELD OTHER PROJECT MANAGER

PROJECT: WORK DIRECTIVE NO.:

DATE:

CONTRACT DATE:

TO CONTRACTOR: CONTRACT FOR:

You are hereby directed to continue performance of the following Work, without delay, pending resolution of the dispute concerning such Work and maintain the cost data described in Subsection 2-8, “Extra Work,” of the Standard Specifications and the General Provisions to the Contract for the performance of such Work:

Neither the issuance of this Work Directive nor the requirement for the Contractor to maintain cost data constitutes approval by the City of a change in the Work or modification of the Contract Documents.

Ordered:

Public Works Director
Date:

Concurred by:

City Engineer
Date:

Concurred by:

Project Manager
Date:

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SECTION 3. CONTROL OF THE WORK

The provisions below shall supplement but not replace those provisions in Section 3 of the Standard Specifications, unless specifically noted below.

3-1 ASSIGNMENT

Any purported assignment without written consent of the City shall be null, void, and of no effect, and the Contractor shall hold harmless, defend and indemnify the City and its officers, officials, employees, agents and representatives with respect to any claim, demand or action arising from or relating to any unauthorized assignment.

If the City opts to consent to assignment, the City’s consent shall be contingent upon: (1) a letter from the Surety agreeing to the assignment and assigning all of the Bonds to the assignee without any reduction, or the assignee supplying all new Bonds in the amounts originally required under the Contract Documents; and (2) the assignee supplying all of the required insurance in the amounts required in the Contract Documents. Until the Surety assigns all of the Bonds or the assignee supplies all of the new Bonds, and until the assignee supplies all of the required insurance, an assignment otherwise consented to in writing by the City shall not be effective. Even if the City consents to assignment, no assignment shall relieve the Contractor of liability under the Contract.

3-3 SUBCONTRACTORS

Add the following subsections:

3-3.1 Subcontractors shall be listed by the Bidder in accordance with these specifications and must be properly licensed under the laws of the State of California for the type of work which they are to perform. Copies of all Subcontracts shall be made available to the Engineer, upon request.

3-3.2 A Subcontractor whose prosecution of the work is not satisfactory shall be terminated immediately by the Contractor upon the receipt of a written notice by the Engineer. Subcontractors whose work was determined to be unsatisfactory shall not be allowed to perform any work on the job site.

3-5 INSPECTION

The Contractor shall arrange and pay for all off -site inspection of the Work required by any ordinance or governing authorities. The Contractor shall also arrange and pay for other inspections, including tests in connection therewith, as may be assigned or required.

Add the following subsection:

3-5.1 Inspection

An inspector shall in no case act as foreman or perform other duties for the Contractor, nor interfere with the Contractor’s management of the Work. Any advice which an inspector may give the Contractor shall not be binding to the Engineer or to the City, or release the Contractor from fulfilling all the terms of the Contract.

No partial payment, inspection, taking possession of, or other act made or done by the Engineer or the City with respect to the work prior to final completion and acceptance thereof shall Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 511
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affect or prejudice the right of the Engineer or the City to reject any defective work or material or to require the complete fulfillment of all the provisions of the Contract.

If the Engineer deems it expedient and not in the best interest of the City to correct work injured or done not in accordance with the Contract, the defective work may be accepted subject to an equitable deduction from the Contract Price which may be made therefor by the City upon certification from the Engineer.

Reexamination of any work may be ordered by the Engineer at any time prior to Final Acceptance and, if so ordered, the work must be uncovered by the Contractor. If such work be found in accordance with the Contract, the City will pay the cost of reexamination and replacement. If such work be found defective or not in accordance with the Contract, the Contractor shall pay such costs.

3-7 CONTRACT DOCUMENTS

3-7.1 General

All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on the control set to show the as-built conditions. This control set of Plans shall also be edited for all Addenda, Requests for Information, Change Orders, field changes not involving cost, and any other variation that occurred during construction. Upon completion of all Work, the Contractor shall return the control set to the Engineer. Final payment will not be made until this requirement is met.

Where a work feature is shown on the drawings or identified in the Specifications but is not specifically indicated as an item in the Bid Schedule, and there is no ambiguity regarding the requirement to construct, install, or construct and install that work feature, the Contractor is required to complete the work feature. All costs to the Contractor for constructing, installing, or both constructing and installing such a work feature shall be included in the Bid.

3-7.2 Precedence of the Contract Documents
The following shall replace Section 3-7.2:

With regard to Section 3-7.2 in the Standard Specifications, the Special Provisions shall control over the General Provisions, and the Notice Inviting Bids and Instructions to Bidders (in that order) shall control over the Bid, such that the order of precedence shall be as follows:

1. Requirements of law.

2. Permits issued by regulatory agencies with jurisdiction.

3. Change Orders and Supplemental Agreements, whichever occurs last.

4. Contract.

5. Addenda.

6. Notice Inviting Bids.

7. Instructions to Bidders.

8. Bid/Proposal.

9. Special Provisions.

10. General Provisions.

11. Plans.

12. Standard Plans.

13. Standard Specifications.

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14. Reference Specifications.

3-8 SUBMITTALS.

3-8.1 General

The following paragraphs shall be added at the end of Subsection 3-8.1:

The Contractor shall, at its own expense, transmit to the Engineer for review and acceptance, working drawings, shop drawings, supporting information, and/or other available instructive and descriptive information from the manufacturer, when and as required by the Plans or General Provisions or requested by the Engineer. Shop drawings will not be required for standard items in common use for which adequate manufacturers’ literature is available unless otherwise required by the Engineer.

The Contractor shall consecutively number, thoroughly check, approve and sign each submittal and transmit the submittals to the Engineer for review. In the event that certain submittals are submitted without the Contractor’s approval signature or are unacceptable to the City, they shall be rejected by the Engineer. The Contractor shall thereafter correct the submittals and resubmit.

In the event that in the process of development of the submittals it is discovered that there are defects and/or errors on the Plans that result in conflict between the Plans and the submittals, or if the submittals show variation from the Plans or other Contract Documents, the Contractor shall thoroughly describe and explain any defects and/or conflicts in its transmittal letter to the Engineer.

The Engineer’s review of the submittals will be for general design and arrangement only, and shall not relieve the Contractor from responsibility for errors of any sort in the submittals or of the responsibility for executing the work in accordance with the Contract Documents. The Contractor shall allow a minimum of 20 Working Days for review of submittals. The Contractor shall be solely responsible for the correctness of the submittals, for shop fits and field connections, and for the results obtained by use of such submittals. The Contractor shall verify and be fully responsible for all dimensions and job-site conditions affecting the Work and shall be responsible for furnishing and installing the proper materials required by the Contract Documents.

The Contract Time will not be extended due to the failure of the Contractor to provide submittals as required by the Contract Documents in a timely manner.

3-9 SUBSURFACE DATA

The following paragraphs shall be added at the end of Subsection 3-9:

If the City or its consultants have made investigations of subsurface conditions in areas where the Work is to be performed, such investigations shall be deemed made only for the purpose of study and design. If a geotechnical or other report has been prepared for the Project, the Contractor may inspect the records pertaining to such investigations subject to and upon the conditions hereinafter set forth. The inspection of the records shall be made in the office of the Engineer. It is the Contractor’s sole responsibility to determine whether such investigations exist, and the City makes no affirmative or negative representation concerning the existence of such investigations.

The records of any such investigations are made available solely for the convenience of the Contractor. It is expressly understood and agreed that the City, the Engineer, their agents, Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 513
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consultants or employees assume no responsibility whatsoever with respect to the sufficiency or accuracy of any investigations, the records thereof, and the interpretations set forth therein. No warranty or guarantee is expressed or implied that the conditions indicated by any such investigations or records are representative of those existing in the Project area. The Contractor agrees to make such independent investigations and examination as necessary to be satisfied of the conditions to be encountered in the performance of the Work.

The Contractor represents that it has studied the Plans, Specifications and other Contract Documents, and all surveys and investigation reports of subsurface and latent physical conditions, has made such additional surveys and investigations as necessary for the performance of the Work at the Contract Price in accordance with the requirements of the Contract Documents, and that it has correlated the results of all such data with the requirements of the Contract Documents.

No claim of any kind shall be made or allowed for any error, omission or claimed error or omission, in whole or in part, of any geotechnical exploration or any other report or data furnished or not furnished by the City.

3-10 SURVEYING

The following paragraph shall be added before the first paragraph of Section 3-10.1:

The Contractor shall verify all dimensions on the drawings and shall report to the City any discrepancies before proceeding with related Work. The Contractor shall perform all survey and layout Work per the benchmark information on the Project Plans. All surveying Work must conform to the Professional Land Surveyors’ Act (Business and Professions Code Section 8700 et seq ). All Project surveying notes and “cut -sheets” are to be provided to the City after the completion of each surveying activity and all fina l surveying notes shall be provided before final payment to the Contractor.

The Contractor is responsible for hiring a Surveyor to set survey points to be used for re - establishments of disturbed monuments and submit Corner Records to the County Surveyor.

Copy of the submitted Corner Records must be provided to the City prior to actual disturbance of the monuments. The Contractor shall also cause all disturbed survey monuments within the project work area to be re-established at the end of the project. This also includes filing Corner Records and Record of Survey with the County Surveyor within 7 days of substantial completion of the construction work and submitting a copy to the City of the filed paperwork receipt within 2 days of submission. The Contractor is required to provide a copy of the County Surveyor’s acceptance within 2 days of receipt from the County Surveyor.

Construction stakes shall be set and stationed by the Contractor at its expense. Unless otherwise indicated in the Special Provisions, surveying costs shall be included in the price of items bid. No separate payment will be made. Re-staking and replacement of construction survey markers damaged as a result of the Work, vandalism, or accident shall be at the Contractor’s expense.

3-11 CONTRACT INFORMATION SIGNS

Section 3 -11 of the Standard Specifications shall not be incorporated, and shall instead be replaced with the following:

The names, addresses and specialties of the Contractor, Subcontractors, architects or engineers may not be displayed on any signage within the public right -of-way. This signage prohibition includes advertising banners hung from truck beds or other equipment.

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3-12 WORKSITE MAINTENANCE

The following paragraphs shall be added at the end of Section 3-12.1:

Clean-up shall be done as Work progresses at the end of each day and thoroughly before weekends. The Contractor shall not allow the Work site to become littered with trash and waste material, but shall maintain the same in a neat and orderly condition throughout the construction operation, including suspension of work, and until the final acceptance. Materials which need to be disposed shall not be stored at the Project site, but shall be removed by the end of each Working Day. Failure of the Contractor to comply with the Engineer's clean up orders may result in an order to suspend work until the condition is corrected. No additional compensation will be allowed as a result of such suspension. If the job site is not cleaned to the satisfaction of the Engineer, the cleaning will be done or contracted by the City and shall be back-charged to the Contractor and deducted from the Contract Price.

The Contractor shall make arrangements for storing its equipment and materials. The Contractor shall make its own arrangements for any necessary off -site storage or shop areas necessary for the proper execution of the Work. Approved areas within Work site may be used for temporary storage; however, the Contractor shall be responsible for obtaining any necessary permits from the City. In any case, the Contractor’s equipment and personal vehicles of the Contractor’s employees shall not be parked on the traveled way or on any section where traffic is restricted at any time.

The Contractor shall deliver, handle, and store products in accordance with the manufacturer’s written recommendations and by methods and means that will prevent damage, deterioration, and loss including theft. Delivery schedules shall be controlled to minimize long - term storage of products at the Project site and overcrowding of construction spaces. In particular, the Contractor shall provide delivery and installation coordination to ensure minimum holding or storage times for products recognized to be flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other sources of loss.

Storage shall be arranged to provide access for inspection. The Contractor shall periodically inspect to ensure products are undamaged and are maintained under required conditions.

The Contractor shall promptly remove from the vicinity of the completed Work, all rubbish, debris, unused materials, lumber, concrete forms, construction equipment, and temporary structures and facilities used during construction. Excess excavated 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 or Engineer. Before final inspection of the work, the Contractor shall clean the right of way, private property, material sites, and all ground occupied by the Contractor in connection with the work of all rubbish, weeds, unwanted plants/trees, excess and unused materials, falsework, temporary structures, and equipment. All parts of the work shall be left in a neat and presentable condition. Final Acceptance of the Work by the City will be withheld until the Contractor has satisfactorily complied with the foregoing requirements for final clean-up of the Project site.

All costs associated with the clean -up and storage required to complete the Project shall be the sole responsibility of the Contractor. Full compensation for collecting and disposing of loose material and debris from the job site shall be considered as included in the contract prices paid for the various items of work involved and no additional compensation will be allowed therefor.

Pursuant to the provisions of Section 3-12 and Section 5-7 of the Standard Specifications and Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 515
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these General Provisions, the Contractor is responsible for Project site maintenance and for public convenience and safety. Payment for compliance with these provisions is considered as included in the prices bid for other contract items.

The City, however, to maintain good public relations, may deem it necessary to require special Project site maintenance, and public convenience and safety actions and work to be performed by the Contractor that are over and above those required by the provisions of Section 3-12 and Section 5-7 of the Standard Specifications and these General Provisions. These actions and any work under this item must have prior authorization approved by the City Engineer in writing and payment for compliance therewith shall be on a cost plus basis for extra work per Section 7-4 of the Standard Specifications and applied against the not -to-exceed bid item for “Special Project Site Maintenance and Public Convenience and Safety.”

The first sentence of Section 3 -12.4.2 shall not be incorporated, and shall instead be replaced with the following:

Construction materials and equipment shall not be stored in streets, roads, or highways unless otherwise specified in the Special Provisions or approved by the Engineer.

The following paragraph shall replace Section 3-12.6.5

Work under Stormwater Control, BMPs, and NPDES Compliance shall include, but not be limited to, all labor, tools, equipment and material costs for stormwater pollution control, best management practices, and water pollution control plans as noted in Standard Specifications for Public Works Construction “Greenbook” Worksite Maintenance.

3-13 COMPLETION, ACCEPTANCE AND WARRANTY

3-13.1 Completion

The following paragraph shall be added at the beginning of Section 3-13.1:

The Contractor shall complete all Work under the Contract including punchlist items within the stipulated Working Days from the Notice to Proceed, as stated in the Contract. The Contractor shall not be allowed to begin any construction activity at the site before the issuance of the Notice to Proceed. Between the period of the Notice of Award and Notice to Proceed, the Contractor shall process Shop Drawings and begin procuring equipment and materials.

3-13.2 Acceptance

The following paragraph shall replace Section 3-13.2:

The Project will not be considered complete and ready for City Council direction to staff regarding recordation of the Notice of Completion until all Work required by the Contract Documents has been fully completed in compliance with the Contract Documents and all Applicable Laws including, but not limited to, correction or completion of all pu nch list items, the Work site is cleaned up in accordance with Section 3 -12 of the Standard Specifications, the General Provisions, and the Special Provisions, and all of the following items have been received by the Engineer:

1. A form of Notice of Completion, with all information required by the California Civil Code;

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3. All “as-builts” and record drawings;

4. Duly completed and executed forms of Conditional Waiver and Release On Final Payment from the Contractor, Subcontractors of any tier, suppliers, and other person eligible to file stop notices in connection with the Work; and

5. Duplicate copies of all operating instructions and manufacturer’s operating catalogs and data, together with such field instructions as necessary to fully instruct City personnel in correct operation and maintenance procedures for all equipment installed l isted under the electrical, air conditioning, heating, ventilating and other trades. This data and instructions shall be furnished for all equipment requiring periodic adjustments, maintenance or other operation procedures.

The Contractor shall allow at least seven Working Days’ notice for final inspection. Such notice shall be submitted to the Engineer in writing.

3-13.3 Warranty

The following paragraph shall be added at the end of Section 3-13.3:

For the purposes of the calculation of the start of the warranty period, the Work shall be deemed to be completed upon the date of recordation of the Notice of Completion. If that direction is contingent on the completion of any items remaining on a punchlist, the Work shall be deemed to be completed upon the date of the Engineer’s acceptance of the final item(s) on that punchlist.

The Contractor shall repair or replace defective materials and workmanship as required in Section 3-13.3 of the Standard Specification at its own expense. Additionally, the Contractor agrees to defend, indemnify and hold the City harmless from claims of any kind arising from damage, injury or death due to such defects.

The parties agree that no certificate given shall be conclusive evidence of the faithful performance of the Contract, either in whole or in part, and that no payment shall be construed to be in acceptance of any defective Work or improper materials. Further, the certificate or final payment shall not terminate the Contractor’s obligations under the warranty herein. The Contractor agrees that payment of the amount due under the Contract and the adjustments and payments due for any Work done in accordance with any alterations of the same, shall release the City, the City Council and its officers and employees from any and all claims or liability on account of Work performed under the Contract or any alteration thereof.

SECTION 4. CONTROL OF MATERIALS

The provisions below shall supplement but not replace those provisions in Section 4 of the Standard Specifications, unless specifically noted below.

4-1 GENERAL

The first paragraph of Section 4-1 is replaced with the following:

Wherever applicable, materials shall conform to the latest Standards of the American Society for Testing Materials. All workmanship in the fabrication, assembly and construction of materials and equipment shall be neat and workmanlike in every respect. All equipment offered shall be of the manufacturer’s latest design.

The Contractor and all Subcontractors, suppliers, and vendors shall guarantee that the Work will Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 517
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meet all requirements of this Contract as to the quality of materials, equipment, and workmanship.

The following subsection shall be added to Section 4-1:

4-1.1 Property Rights in Materials

Nothing in the Contract shall be construed as vesting in the Contractor any right, title, or interest in material used in the Work after it has been attached or affixed to the Work or the soil. All such material shall become the property of the City upon being so attached or affixed.

4-2 PROTECTION

Add the following at the end of Subsection 4-2:

Materials shall not be stored in the right-of-way unless written permission is given by the Engineer.

4-4 TESTING

Delete Subsection 4-4 in its entirety and substitute the following:

Unless otherwise called for in the Special or General Provisions, all testing of materials will be performed by the City in such number and at such locations as deemed necessary by the Engineer to ensure compliance with the Contract Documents. The cost of all testing that can be performed within 50 miles of the Project will be borne by the City. The cost of all testing that must be performed 50 miles or more from the Project will be borne by the Contractor. The cost of all re- testing will be borne by the Contractor, and the amount due the City for the re -testing will be deducted from the Contract Price via Change Order.

The cost of rework material testing, overtime, travel and other related costs incurred by the City will be deducted from the Contract Price via Change Order.

4-6 TRADE NAMES

The following paragraph shall be added to Section 4-6:

If the Contractor requests to substitute an equivalent item for a brand or trade name item, the burden of proof as to the comparative quality and suitability of alternative equipment or articles or materials shall be upon the Contractor, and the Contractor shall furnish, at its own expense, all information necessary or related thereto as required by the Engineer. All requests for substitution shall be submitted, together with all documentation necessary for the Engineer to determine equivalence, no later than ten calendar days after the award of the Contract, unless a different deadline is listed in the Special Provisions.

4-9 RECYCLING OF MATERIALS

Subsection 4-9 is hereby added to the Standard Specifications as follows:

4-9.1 Recycling of Asphalt Concrete, Portland Cement Concrete, Aggregate Base, and Green Waste are Required

The records of disposal, including scale tonnages, shall be furnished to the City on a monthly basis. Failure to comply with the requirements of this Section will result in delay of progress Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 518
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payment.

4-9.2 Contractor’s Obligation

The City is committed to a recycling program. If available, it is the obligation of the Contractor, under the Contract, to recycle the waste material through an approved recycling plant. Records and reports of waste recycle will be submitted to the City on a regular monthly basis.

SECTION 5 LEGAL RELATIONS AND RESPONSIBILITIES

The provisions below shall supplement but not replace those provisions in Section 5 of the Standard Specifications, unless specifically noted below

5-3 LABOR
5-3.1 General

The following subsection shall be added to Section 5-3.1:

5-3.1.1 Public Work

The Contractor acknowledges that the Project is a “public work” as defined in Labor Code Section 1720 et seq. (“Chapter 1”), and that this Project is subject to (a) Chapter 1, including without limitation Labor Code Section 1771 and (b) the rules and regulations established by the Director of Industrial Relations (“DIR”) implementing such statutes. The Contractor shall perform all Work on the Project as a public work. The Contractor shall comply with and be bound by all the terms, rules and regulations described in (a) and (b) as though set forth in full herein.

5-3.2 Prevailing Wages

The following subsections shall be added to Section 5-3.2:

5-3.2.1 Copies of Wage Rates

Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages for each craft, classification, or type of worker needed to perform the Project are on file at City Hall and will be made available to any interested party on request. By initiating any Work on this Project, the Contractor acknowledges receipt of a copy of the DIR determination of such prevailing rate of per diem wages, and the Contractor shall post such rates at each job site covered by these Contract Documents.

5-3.2.2 Failure to Pay Prevailing Rates

The Contractor shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty paid to the City, forfeit $200.00 for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for the work or craft in which the worker is employed for any public work done pursuant to these Contract Documents by the Contractor or by any Subcontractor.

5-3.2.3 Debarment or Suspension

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The Contractor shall not perform Work with any Subcontractor that has been debarred or suspended pursuant to California Labor Code Section 1777.1 or any other federal or State law providing for the debarment of contractors from public works. The Contractor and Subcontractors shall not be debarred or suspended throughout the duration of the Contract pursuant to Labor Code Section 1777.1 or any other federal or State law providing for the debarment of contractors from public works. If the Contractor or any Subcontractor becomes debarred or suspended during the duration of the Project, the Contractor shall immediately notify the City.

5-3.3 Payroll Records

The following paragraph shall be added to Section 5-3.3:

The Contractor shall comply with and be bound by the provisions of Labor Code Section 1776, which requires the Contractor and each Subcontractor to (1) keep accurate payroll records and verify such records in writing under penalty of perjury, as specified in Section 1776, (2) certify and make such payroll records available for inspection as provided by Section 1776, and (3) inform the City of the location of the records. The Contractor has ten days in which to comply subsequent to receipt of a written notice requesting these records, or as a penalty to the City, the Contractor shall forfeit $100.00 for each Day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due.

5-3.4 Hours of Labor

The following shall replace Subsection 5-3.4:

The Contractor acknowledges that eight hours labor constitutes a legal day’s work. The Contractor shall comply with and be bound by Labor Code Section 1810. The Contractor shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for workers who work excess hours. The Contractor shall, as a penalty paid to the City, forfeit $25.00 for each worker employed in the performance of this Project by the Contractor or by any Subcontractor for each calendar day during which such worker is required or permitted to work more than eight hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code Section 1815, work performed by employees of the Contractor in excess of eight hours per day, and 40 hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of eight hours per day at not less than one and one-half times the basic rate of pay.

5-3.5 Apprentices

The following paragraph should be added at the end of Subsection 5-3.5:

The Contractor shall comply with and be bound by the provisions of Labor Code Sections 1777.6 and 1777.7 and California Code of Regulations Title 8, Section 200 et seq . concerning the employment of apprentices on public works projects. The Contractor shall be responsible for compliance with these Sections for all apprenticeable occupations. Before commencing Work on this Project, the Contractor shall provide the City with a copy of the information submitted to any applicable apprenticeship program. Within 60 Days after concluding Work, Contractor and each of its Subcontractors shall submit to the City a verified statement of the journeyman and apprentice hours performed under this Contract.

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5-3.6 Registration with the DIR

Subsection 5-3.6 is hereby added to the Standard Specifications as follows:

In accordance with Labor Code Sections 1725.5 and 1771.1, no contractor or Subcontractor shall 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.

5-3.7 Compliance Monitoring and Posting Job Sites

Subsection 5-3.7 is hereby added to the Standard Specifications as follows:

This Project is subject to compliance monitoring and enforcement by the DIR. The Contractor shall post job site notices, as prescribed by regulation.

5-3.8 Subcontractors

Subsection 5-3.8 is hereby added to the Standard Specifications as follows:

For every Subcontractor who will perform Work on the Project, the Contractor shall be responsible for such Subcontractor’s compliance with Chapter 1 and Labor Code Sections 1860 and 3700, and the Contractor shall include in the written Contract between it and each Subcontractor a copy of the provisions in this Section 5 -3 of the General Provisions and a requirement that each Subcontractor shall comply with those provisions. The Contractor shall be required to take all actions necessary to enforce such contractual provisions and ensure Subcontractor’s compliance, including without limitation, conducting a periodic review of the certified payroll records of the Subcontractor and upon becoming aware of the failure of the Subcontractor to pay its workers the specified prevailing rate of wages. The Contractor shall diligently take corrective action to halt or rectify any failure.

5-3.9 Prevailing Wage Indemnity

Subsection 5-3.9 is hereby added to the Standard Specifications as follows:

To the maximum extent permitted by law, the Contractor shall indemnify, hold harmless and defend (at the Contractor’s expense with counsel reasonably acceptable to the City) the City, its officials, officers, employees, agents and independent contractors serving in the r ole of City officials, and volunteers from and against any demand or claim for damages, compensation, fines, penalties or other amounts arising out of or incidental to any acts or omissions listed in Section 5- 3 of the General Provisions by any Person (including the Contractor, its Subcontractors, and each of their officials, officers, employees and agents) in connection with any Work undertaken or in connection with the Contract Documents, including without limitation the payment of all consequential damages, attorneys’ fees, and other related costs and expenses. All duties of the Contractor under this Section 5-3.9 shall survive expiration or termination of the Contract.

5-4 INSURANCE

The first paragraph of Section 5-4.1 of the Standard Specifications shall not be incorporated and shall instead be replaced with the following:

The Contractor shall provide and maintain insurance naming the City, its elected and Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 521
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appointed officials, officers, employees, attorneys, agents, designated volunteers, and independent contractors in the role of City officials as insureds or additional insureds regardless of any inconsistent statement in the policy or any subsequent endors ement whether liability is attributable to the Contractor or the City. The insurance provisions shall not be construed to limit the Contractor’s indemnity obligations contained in the Contract.

The City will not be liable for any accident, loss, or damage to the Work before completion, except as otherwise specified in Section 6-5.

The Contractor shall at all times during the term of the Contract carry, maintain, and keep in full force and effect the insurance referenced in Section 5 -4 of the Standard Specifications, as modified below.

The following provisions are hereby added to Section 5-4.1 of the Standard Specifications:

5-4.1.1 Acceptability of Insurers.

The insurance policies required under this Section 5-4 shall be issued by an insurer authorized or admitted to write insurance in the State of California with a rating of A:VII or better in the latest edition of the A.M. Best Insurance Rating Guide. Self-insurance shall not be considered to comply with the insurance requirements under this Section 5-4.

5-4.1.2 Additional Insured.

The City, its elected and appointed officials, officers, employees, attorneys, agents, designated volunteers, and independent contractors in the role of City officials, shall be the insured or named as additional insureds covering the Work, regardless of any inconsistent statement in the policy or any subsequent endorsement, whether liability is attributable to the Contractor or the City. The commercial general and automobile liability policies shall contain an endorsement naming City, its officers, employees, agents and volunteers as additional insureds. This provision shall also apply to any excess/umbrella liability policies.

5-4.1.3 Primary and Non-Contributing.

The insurance policies required under this Section 5 -4 shall apply on a primary non -contributing basis in relation to any other insurance or self -insurance available to the City. Any insurance or self-insurance maintained by the City, its officers, employees, agents or volunteers, shall be in excess of the Contractor’s insurance and shall not contribute with it. This provision shall also apply to any excess/umbrella liability policies.

5-4.1.4 Contractor’s Waiver of Subrogation.

The insurance policies required under this Section 5 -4 shall not prohibit the Contractor and the Contractor’s employees, agents or Subcontractors from waiving the right of subrogation prior to a loss. The Contractor hereby waives all rights of subrogation against the City.

5-4.1.5 Deductibles and Self-Insured Retentions.

Any deductibles or self-insured retentions must be declared to and approved by the City. At the City’s option, the Contractor shall either reduce or eliminate the deductibles or self -insured retentions with respect to the City, or the Contractor shall procure a bond guaranteeing payment of losses and expenses.

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5-4.1.6 Cancellations or Modifications to Coverage.

The Contractor shall not cancel, reduce or otherwise modify the insurance policies required by this Section 5-4 during the term of the Contract. The commercial general and automobile liability policies required under the Contract shall be endorsed to state that should the issuing insurer cancel the policy before the expiration date, the issuing insurer will endeavor to mail 30 days’ prior written notice to the City. If any insurance policy required under this Section 5 -4 is canceled or reduced in coverage or limits, the Contractor shall, within two business days of notice from the insurer, phone, fax or notify the City via certified mail, return receipt requested, of the cancellation of or changes to the policy.

5-4.1.7 City Remedy for Noncompliance.

If the Contractor does not maintain the policies of insurance required under this Section 5-4 in full force and effect during the term of the Contract, or in the event any of the Contractor’s policies do not comply with the requirements under this Section 5 -4, the City may either immediately terminate the Contract or, if insurance is available at a reasonable cost, the City may, but has no duty to, take out the necessary insurance and pay, at the Contractor’s expense, the premium thereon. The Contractor shall promptly reimburse the City for any premium paid by the City or the City may withhold amounts sufficient to pay the premiums from payments due to the Contractor.

5-4.1.8 Evidence of Insurance.

At least two Working Days prior to the performance of Services under the Contract, the Contractor shall furnish the City’s Risk Manager with a certificate or certificates of insurance and all original endorsements (both of which must reference the same Policy number), evidencing and effecting the coverages required under Section 5 -4 of the Standard Specifications, as modified by this Section 5 -4. The endorsements are subject to approval by the City’s Risk Manager. The Contractor may provide complete, certified copies of all required insurance policies to the City.

The Contractor shall provide proof to the City’s Risk Manager that insurance policies expiring during the term of the Contract have been renewed or replac ed with other policies providing at least the same coverage. The Contractor shall furnish such proof at least two weeks prior to the expiration of the coverages.

The endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. The endorsements must specifically name the City of Manhattan Beach and its elected and appointed officials, officers, employees, attorneys, agents, designated volunteers, and independent contractors in the role of City officials as insureds or additional insureds. The Contractor shall maintain current insurance certificates and endorsements on file with the City’s Risk Manager at all times during the term of this Contract. The City reserves the right to require complete, certified copies of all required insurance policies at any time.

Where the Contractor has entered into an agreement with a Professional Employment Organization (PEO) to provide human resources, workers' compensation insurance, or other benefits to the Contractor's employees, the Contractor must also submit the agreement with the PEO. If the evidence of insurance submitted by the Contractor pursuant to this Section 5 -4 evidences that the insurance is provided by the PEO, all such PEO-provided insurance coverages and indemnities must comply with the requirements of these Contract Documents.

5-4.1.9 Indemnity Requirements not Limiting.

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Procurement of insurance by the Contractor shall not be construed as a limitation of Contractor’s liability or as full performance of the Contractor’s duty to indemnify the City under Section 5-8 of the Contract.

5-4.1.10 Subcontractor Insurance Requirements.

The Contractor shall require each of its Subcontractors that perform Services under the Contract to maintain insurance coverage that meets all of the requirements of this Section 5-4.

5-4.1.11 Replacement Insurance

The Contractor agrees that it will not cancel, reduce or otherwise modify the insurance coverage.

The Contractor agrees that if it does not keep the required insurance in full force and effect, and such insurance is available at a reasonable cost, the City may take out the necessary insurance and pay the premium thereon, and the repayment thereof shall be deemed an obligation of the Contractor and the cost of such insurance may be deducted, at the option of the City, from payments due the Contractor. This shall be in addition to all other legal options available to the City to enforce the insurance requirements.

The provisions below shall supplement but not replace those provisions in Sections 5-4.2, 5-4.3, and 5-4.4 of the Standard Specifications.

5-4.2 General Liability Insurance

Instead of the minimum limits listed in Section 5-4.2 of the Standard Specifications, the Contractor shall procure and at all times during the term of the Contract carry, maintain, and keep in full force and effect Commercial General Liability Insurance with a minimum limit of $ 2,000,000.00 per occurrence for bodily injury, personal injury and property damage . If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project or location or the general aggregate limit shall be twice the required occurrence limit. If the Contractor is a limited liability company, the commercial general liability coverage shall be amended so that the Contractor and its managers, affiliates, employees, agents and other persons necessary or incidental to its operation are insureds.

5-4.3 Workers’ Compensation Insurance

Workers’ Compensation Insurance as required by the State of California and Employer’s Liability Insurance with a minimum limit of $1,000,000.00 per accident for bodily injury or disease. If the Contractor has no employees while performing the Work under the Contract, a Workers’ Compensation policy is not required, but the Contractor shall execute a declaration that it has no employees.

5-4.4 Automobile Insurance

Instead of the minimum limits listed in Section 5-4.4 of the Standard Specifications, the Contractor shall procure and at all times during the term of the Contract carry, maintain, and keep in full force and effect Automobile Liability Insurance for any owned, non -owned or hired vehicle used in connection with the performance of the Contract with a combined single limit of $2,000,000.00 per accident for bodily injury and property damage. If the Contractor does not use any owned, non-owned or hired vehicles in the performance of the Work under this Contract, the Contractor shall obtain a non -owned auto endorsement to the Commercial General Liability policy required by Subsection 5-4.2.

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5-4.5 Contractors’ Pollution Legal Liability

The Contractor shall procure and at all times during the term of the Contract carry, maintain, and keep in full force and effect Contractors’ Pollution Legal Liability with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.

5-4.6 Insurance Requirements not Limiting

Subsection 5-4.6 is hereby added to the Standard Specifications as follows:

If the Contractor maintains broader coverage and/or higher limits than the minimums required above, the City requires and shall be entitled to the broader coverage and/or the higher limits maintained by the Contractor. Any available insurance proceeds in e xcess of the specified minimum limits of insurance and coverage shall be available to the City. No representation is made that the minimum insurance requirements of this Contract are sufficient to cover the obligations of the Contractor under this Contract.

5-4.7 NOT USED

5-7 SAFETY

The provisions below shall supplement but not replace those provisions in Subsection 5 -7 of the Standard Specifications.

5-7.8 Steel Plate Covers

5-7.8 .1 General

The Contractor shall cover all openings, trenches and excavations at the end of each Work Day with steel plate covers. Steel plates shall be placed securely to avoid tripping hazards and in a way that minimizes movement and noise.

5-8 INDEMNIFICATION

The following indemnity provisions shall supersede the indemnity in Section 5-4.1 of the Standard Specifications.

5-8.1 Contractor’s Duty.

To the fullest extent permitted by law, the Contractor shall, at its sole cost and expense, defend, hold harmless and indemnify the City and its elected and appointed officials, officers, attorneys, agents, employees, designated volunteers, successors, assigns and those City agents serving as independent contractors in the role of City officials (collectively “Indemnitees”), from and against any and all damages, costs, expenses, liabilities, claims, demands, causes of action, proceedings, expenses, judgment s, penalties, liens, and losses of any nature whatsoever, including fees of accountants, attorneys, insurers, or other professionals and all costs associated therewith and the payment of all consequential damages (collectively “Liabilities”), in law or equity, whether actual, alleged or threatened, which arise out of, are claimed to arise out of, pertain to, or relate to the acts or omissions of the Contractor, its officers, agents, servants, employees, Subcontractors, materialmen, contractors, or their officers, agents, servants or employees (or any entity or individual that the Contractor shall bear the legal liability thereof) in the performance of Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 525
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the Contract, including the Indemnitees’ active or passive negligence, except for Liabilities arising from the sole negligence or willful misconduct of the Indemnitees, as determined by final arbitration or court decision or by the agreement of the Parties. The foregoing obligations include, but are not limited to, Liabilities arising from any asbestos. lead-based paint or other hazardous substance inspection, clean-up, monitoring, abatement, removal, and/or remediation services or work in the performance o f the Contract, Liabilities arising from demands by third parties that waste generated during the work which is the subject of this Contract were improperly reused by Contractor, were improperly transported or disposed of by Contractor, Liabilities that th e waste contained hazardous substances, Liabilities that real or personal property has been damaged by the work, Liabilities of bodily injury, wrongful death, personal injury and/or property damage, Liabilities related to any alleged violations of any appl icable federal, state and/or local laws, statutes and/or regulations, and Liabilities brought by any regulatory agency to recover its costs (including but not limited to response or oversight costs) related to the work. The Contractor shall defend the Indemnitees in any action or actions filed in connection with any Liabilities with counsel of the Indemnitees’ choice, and shall pay all costs and expenses, including all attorneys’ fees and experts’ costs actually incurred in connection with such defense. The Contractor shall reimburse the Indemnitees for any and all legal expenses and costs incurred by Indemnitees in connection therewith.

5-8.1.1 Taxes and Workers’ Compensation

The Contractor shall pay all required taxes on amounts paid to the Contractor under the Contract, and indemnify and hold the City harmless from any and all taxes, assessments, penalties, and interest asserted against the City by reason of the independent contractor relationship created by the Contract. The Contractor shall fully comply with the Workers’ Compensation law regarding the Contractor and the Contractor’s employees. The Contractor shall indemnify and hold the City harmless from any failure of the Contractor to comply with applicable Workers’ Compensation laws. The City may offset against the amount of any fees due to the Contractor under the Contract any amount due to the City from the Contractor as a result of the Contractor’s failure to promptly pay to the City any reimbursement or indemnification arising under this Subsection 5-8.1.1.

5-8.1.2 Subcontractor Indemnity Agreements

The Contractor shall obtain executed indemnity agreements with provisions identical to those in this Section 5-8 from each and every Subcontractor or any other person or entity involved by, for, with or on behalf of the Contractor in the performance of the Contract. If the Contractor fails to obtain such indemnity obligations, the Contractor shall be fully responsible and indemnify, hold harmless and defend the Indemnitees from and against any and all Liabilities at law or in equity, whether actual, alleged or threatened, which arise out of, are claimed to arise out of, pertain to, or relate to the acts or omissions of the Contractor’s Subcontractor, its officers, agents, servants, employees, Subcontractors, materialmen, contractors or their officers, agents, servants or employees (or any entity or individual that the Contractor’s Subcontractor shall bear the legal liability thereof) in the performance of the Contract, incl uding the Indemnitees’ active or passive negligence, except for Liabilities arising from the sole negligence or willful misconduct of the Indemnitees, as determined by final arbitration or court decision or by the agreement of the Parties.

5-8.2 Workers’ Compensation Acts not Limiting.

The Contractor’s indemnifications and obligations under this Section 5 -8, or any other provision of the Contract, shall not be limited by the provisions of any Workers’ Compensation act or similar act. The Contractor expressly waives its statutory immunity under such statutes or laws as to the Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 526
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City, its officers, agents, employees and volunteers.

5-8.3 Insurance Requirements not Limiting.

The City does not, and shall not, waive any rights that it may possess against the Contractor because of the acceptance by the City, or the deposit with the City, of any insurance policy or certificate required pursuant to the Contract. The indemnities in this Section 5 -8 shall apply regardless of whether or not any insurance policies are determined to be applicable to the Liabilities, tax, assessment, penalty or interest asserted against the City.

5-8.4 Survival of Terms.

The Contractor’s indemnifications and obligations under this Section 5 -8 shall survive the expiration or termination of the Contract.

5-8.5 Civil Code Exception.

Nothing in this Section 5 -8 shall be construed to encompass Indemnitees’ sole negligence or willful misconduct to the limited extent that the underlying Contract is subject to Civil Code Section 2782(a) or the City’s active negligence to the limited extent that the underlying Contract Documents are subject to Civil Code Section 2782(b), provided such sole negligence, willful misconduct or active negligence is determined by agreement betwee n the parties or by the findings of a court of competent jurisdiction.

5-8.6 Nonwaiver of Rights.

Indemnitees do not and shall not waive any rights that they may possess against the Contractor because the acceptance by the City, or the deposit with the City, of any insurance policy or certificate required pursuant to these Contract Documents. This indemnity provision is effective regardless of any prior, concurrent, or subsequent active or passive negligence by Indemnitees and shall operate to fully indemnify Indemnitees against any such negligence.

5-8.7 Waiver of Right of Subrogation.

The Contractor, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against the Indemnitees, while acting within the scope of their duties, from all Claims arising out of or incident to the activities or operations performed by or on behalf of the Contractor regardless of any prior, concurrent or subsequent active or passive negligence by Indemnitees.

SECTION 6. PROSECUTION AND PROGRESS OF THE WORK

The provisions below shall supplement but not replace those provisions in Section 6 of the Standard Specifications.

6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK

6-1.1 Construction Schedule

In addition to the construction schedule required pursuant to Section 6 -1.1 of the Standard Specifications after notification of the Contract award and before any start of the Project, as well as the revised construction schedule in advance of beginning revised operations, the Contractor shall Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 527
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submit an updated construction schedule with its monthly invoice every month. Progress payments shall be contingent upon the receipt of monthly updated construction schedules.

One week before the scheduled pre -construction meeting, the Contractor must submit a construction schedule to the Engineer for review and approval. The Contractor shall make revisions as required by the Engineer. The schedule must account for all subcontract work, as well as the work of the Contractor, submittals, coordination with the other contractors performing concurrent work and the Traffic Control Plan. The Contractor shall update this Construction Schedule when directed by the Engineer, or when:

a. A Change Order significantly affects the Contract completion date or the sequence of construction approach or activities; or

b. The actual sequence of the Work, or the planned sequence of the Work, is changed and does not conform to the Contractor’s current accepted Project construction schedule.

6-1.1.1 Pre-Construction Conference

Subsection 6-1.1.1 is hereby added to the Standard Specifications as follows:

Approximately five Days before the commencement of Work at the site, a pre-construction conference will be held at the City and shall be attended by the Contractor’s Project manager, its on-site field superintendent, and any Subcontractors that the Contractor deems appropriate.

Attendance by the Contractor and any Subcontractors designated is mandatory.

Contractor shall submit its 24 -hour emergency telephone numbers to the Engineer for approval a minimum of two Working Days before the pre -construction conference. Unless previously submitted to the Engineer, the Contractor shall bring to the pre-construction conference copies of each of the following:

1) Construction Schedule.
2) Procurement schedule of major equipment and materials and items requiring long lead time.
3) Shop drawing/sample submittal schedule.
4) Preliminary schedule of values (lump sum price breakdown) for progress payment purposes.
5) Written designation of the on-site field superintendent and the Project manager. Both daytime and emergency telephone numbers shall be included in the written designation.

The purpose of the conference is to designate responsible personnel and establish a working relationship. The parties will discuss matters requiring coordination and establish procedures for handling such matters. The complete agenda will be furnished to the Contractor before the meeting date. The Contractor shall be prepared to discuss all of the items listed below. 1) The Contractor’s construction schedule.
2) Notification of local residents before starting any Work and keeping them informed throughout the Project.
3) Procedures for transmittal, review, and distribution of the Contractor’s submittals. 4) Processing applications for payment.
5) Maintaining record documents.
6) Critical Work sequencing.
7) Maintaining sewage service during construction, including proposed by-passes. 8) NPDES requirements, if any.

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9) Field decisions and Change Orders.
10) Use of Project site, office and storage areas, security, housekeeping, and the City’s needs.
11) Major equipment deliveries and priorities.
12) Traffic control.
13) Any other item that the City representative states is relevant to the meeting.

6-1.1.2 Weekly Progress Meetings

Subsection 6-1.1.2 is hereby added to the Standard Specifications as follows:

Progress meetings will be held each week during the course of the Project. The meeting location, day of the week and time of day will be mutually agreed to by the City and the Contractor.

The Contractor shall provide a two -week “look ahead” schedule for each meeting. The construction manager will preside at these meetings and will prepare the meeting agenda, meeting minutes and will distribute minutes to all persons in attendance. As the Work progresses, if it is determined by agreement of the attendees, that weekly me etings are not necessary, the weekly progress meetings may be changed to bi-weekly progress meetings.

6-2 PROSECUTION OF THE WORK

Add the following as Section 6-2.1:

6-2.1 Excess Cost of City Personnel and Inspection Personnel

For any overtime or emergency work beyond a regular eight -hour day and for any work performed on Saturday, Sunday, or holidays, the charges for City personnel and City consultants/independent contractors, including inspection, required on the job site shall be the responsibility of the Contractor and all costs therefor shall be deducted from the payments due the Contractor. The cost of City personnel and City consultants/independent contractors shall be computed pursuant to the actual costs incurred by City, including but not limited to, overtime costs, fringe benefits, and overhead costs.

6-3 TIME OF COMPLETION

6-3.2 Contract Time Accounting

Add the following at the end of Subsection 6-3.2:

The Contract Time for completion of the Work, including corrective items of Work, shall be in accordance with Section 4 of the Contract. Contract Time extensions, when granted by the Engineer, will be in Working Days and in accordance with the Contract Documents, and will be set forth in writing via Change Order.

Add the following as Section 6-3.2.1:

6-3.2.1 Hours of Work

The Contractor shall not conduct any operations or perform any Work pertaining to the Project outside the working days and hours as defined in Section 10-8 Working Days and Hours.

In the event that the Contractor abuses the hours of work requirement, a written warning will follow.

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After each additional warning, a $200.00 penalty will be deducted from the Contract amount.

6-4 DELAYS AND EXTENSIONS OF TIME

Add the following at the end of Subsection 6-4:

Unless otherwise agreed in writing, an adjustment to the Contract time by reason of a Change Order shall be agreed to at the time the Change Order is issued and accepted by the Contractor. If the Change Order does not reserve the right of the parties, or either of them, to seek an adjustment to the Contract time, then the parties forever relinquish and waive such right and there shall be no further adjustments to the Contract time.

6-4.2 Extensions of Time

Add the following at the end of Subsection 6-4.2:

In the event it is deemed appropriate by the City to extend the time for completion of the Work, any such extension shall not release any guarantee for the Work required by the Contract Documents, nor shall any such extension of time relieve or release the Sureties on the Bonds executed. In executing such Bonds, the Sureties shall be deemed to have expressly agreed to any such extensions of time. The amount of time allowed by an extension of time shall be limited to the period of the delay giving rise to the same as determined by the City. Notwithstanding any dispute which may arise in connection with a claim for adjustment of the Contract time, the Contractor shall promptly proceed with the Work.

6-4.3 Payment for Delays

Add the following at the end of Subsection 6-4.3:

Notwithstanding any other terms and conditions of the Contract Documents, the City shall have no obligation whatsoever to increase the Contract Price or extend the time for delays.

Unless compensation and/or mark up is agreed upon by the City, the Contractor agrees that no payment of compensation of any kind shall be made to the Contractor for damages or increased overhead costs caused by any delays in the progress of the Contract, whether such delays are avoidable or unavoidable or caused by any act or omission of the City or its agents.

Any accepted delay claim shall be fully compensated for by an extension of time to complete the performance of the Work.

This Section shall not apply to compensable delays caused solely by the City. If a compensable delay is caused solely by the City, the Contractor shall be entitled to a Change Order that: (1) extends the time for completion of the Contract by the amount of delay caused by the City; and (2) provides equitable adjustment, as determined by the City, to the Contractor.

6-6 SUSPENSION OF THE WORK

6-6.1 General

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not relieve the Contractor of its responsibility to complete the work within the time limit set forth herein and shall not be considered cause for extension of the time for completion, and further, such suspension of work shall not entitle the Contractor to any additional compensation.

6-8 TERMINATION OF THE CONTRACT FOR CONVENIENCE

In addition to the reasons for termination listed in Section 6-8 of the Standard Specifications, which allow termination upon any written notice, the City may cancel the Contract for any other reason or for no reason upon 30 Days’ written notice. The rest of the procedure outlined in Section 6-8 shall apply to such situation, including the Contractor’s required immediate notification of Subcontractors and suppliers and the payment. In no event (including termination for impossibility or impracticability, due to conditions or events beyond the control of the City, for any other reason or for no reason) shall the total amount of money to Contractor exceed the amount which would have been paid to the Contractor for the full performance of the services described in the Contract.

Furthermore, some of the City’s projects are funded in whole or in part by funds other than the City’s General Fund. If this Project is funded by such external funds in whole or in part, or if those external funds are terminated or reduced at any time and for any reason or for no reason at all, and the City determines at its discretion that no other funding is available for continuation of this Project, the City will not be obligated to continue funding for the services contained in these Contract Documents and may terminate the Project immediately. The City shall reimburse the Contractor for its work satisfactorily completed until the termination date. In no event shall the total amount of money to the Contractor exceed the amount which the City has received in funding from its external source. The Special Provisions may include further details in this regard.

6-9 LIQUIDATED DAMAGES

For the purposes of the calculation of the start of the liquidated damages, the Work shall be deemed to be completed when the same has been completed in accordance with the Plans and Specifications therefor and to the satisfaction of the Engineer, and the Engineer has certified such completion in accordance with Section 3-13.1 of the Standard Specifications. The liquidated damages value is hereby amended to be $1,000.00 per day.

SECTION 7. MEASUREMENT AND PAYMENT

The provisions below shall supplement but not replace those provisions in Section 7 of the Standard Specifications.

7-1 MEASUREMENT OF QUANTITIES OF UNIT PRICE WORK

7-1.1 General

Add the following at the end of Subsection 7-1.1:

All items of Work which are not designated on the Bid Schedule by the letters “F” or “LS” or words “Final” or “Lump Sum” shall have final pay quantities measured and paid for in accordance with the Standard Specifications and these General Provisions. 7-1.2 Methods of Measurement

Add the following at the end of Subsection 7-1.2:

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The Contract Price shall constitute full compensation for all labor, equipment, materials, tools and incidentals required to complete the Project as outlined in these Contract Documents and as directed by the Engineer.

7-2 LUMP SUM WORK

Delete the first sentence of Subsection 7-2 and substitute the following:

Items of Work which are designated by the letters “LS” or the words “Lump Sum” in the Estimated Quantities column of the Bid Schedule shall be paid for at the price indicated in the Bid, unless the dimensions of the Work, as shown on the Plans, are revised by the Engineer. If such dimensions are revised and such revisions result in an increase or decrease in the quantity of such Work, the final payment for the lump sum item will be revised in proportion to the change in dimensions authorized by Change Order.

Add the following at the end of Subsection 7-2:

The Contractor shall submit a Work item breakdown of the Bid, described in the second paragraph of Subsection 7 -2, “Lump Sum Work,” of the Standard Specifications, within ten Working Days after award of the Contract and/or at any other time as required by the Engineer.

No guarantee is made regarding the amount of Work required to complete a lump sum item of Work.

7-2.1 Progress Payments for Lump Sum Items of Work

The word “Complete” in the Estimated Quantities column of the Bid Schedule for a lump sum item of Work shall mean that payment for that item will only be made after all Work for that item has been completed. The “%” symbol in the Estimated Quantities column of the Bid Schedule for a lump sum item of Work shall mean that progress payments for that item will be allowed based on the percentage of completion as determined by the Engineer in each pay period, typically every 30 days. (See Subsection 7-3.2 of the Standard Specifications and these General Provisions.)

7-3 PAYMENT

7-3.1 General

Add the following at the end of Subsection 7-3.1:

In accordance with Public Contract Code Section 7107, if no claims have been filed and are still pending, the amount deducted from the final estimate and retained by the City 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 withheld for any other lawful purposes.

Whenever the Contractor is required to perform work or furnish equipment, labor, tools, and materials of any class for which no price is fixed in the proposal, it shall be understood that such work, equipment, labor, tools, and materials shall be provided without extra charge, allowance, or direct payment of any kind. The cost of performing such work or furnishing such equipment, labor, tools, and materials shall be included in the unit bid prices in the proposal most closely related to the work and no additional compensation will be made thereof.

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If any portion of the work done or materials furnished under the Contract shall prove defective or not in accordance with the Specifications and Contract drawings, and if the imperfection in the same is not of sufficient magnitude or importance to make the work dangerous or undesirable, the Engineer shall have the right and authority to retain the work instead of requiring it to be removed and reconstructed, but he shall make such deductions therefor in the payment due the Contractor as may be just and reasonable.

Delete the tenth paragraph of Subsection 7-3.1 and substitute the following:

Not later than 60 days from the date of Final Acceptance, the five percent deducted and retained from each progress estimate (see Subsection 7-3.2 of the Standard Specifications and these General Provisions) by the City 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.

7-3.2 Partial and Final Payment

7-3.2.1 Monthly Closure Date and Invoice Date

Subsection 7-3.2.1 is hereby added to the Standard Specifications as follows:

The Contractor shall prepare and submit the form attached herewith (see Appendix I), or its own form in an identical format, to the Engineer for all requests for progress payments for the work performed in accordance with the provisions of the Contract during the preceding month. The progress payment request shall be submitted monthly, and a maximum of one progress payment request may be submitted each month. The Contractor shall submit a Conditional Waiver and Release Form (Civil Code Section 8132) with the applicable monthly progress payment request.

Progress payment requests associated with work completed prior to June 30th (the end of the City’s fiscal year), must be submitted no later than July 30th.

7-3.2.2 Payments

Subsection 7-3.2.2 is hereby added to the Standard Specifications as follows:

The City shall make payments within 30 Working Days after receipt of the Contractor’s undisputed and properly submitted payment request, including an updated construction schedule pursuant to Section 6 -1.1 of the General Provisions. The City shall return to the Contractor any payment request determined not to be a proper payment request as soon as practicable, but not later than seven Working Days after receipt, and shall explain in writing the reasons why the payment request is not proper. Acceptance by the Contractor of the payment made in accordance with the final estimate shall be a release to the City, its officers, agents, and employee s excepting only claims against the City for any amount withheld by it at the time of such payment.

7-3.2.3 Retention

Subsection 7-3.2.3 is hereby added to the Standard Specifications as follows:

The City shall withhold not less than five percent from each progress payment. The City shall withhold not less than five percent of the Contract Price from the Final Payment Amount (defined in Section 7-3.2.4) until at least 35 days after recordation of the Notice of Completion, or recordation of a notice of cessation, but not longer then the period permitted by Public Contract Code Section 7107.

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In addition to retained percentage and liquidated damages, the City may withhold payments to the Contractor including for defective work not remedied and other valid claims against the Contractor.

7-3.2.4 Final Invoice and Payment

Subsection 7-3.2.4 is hereby added to the Standard Specifications as follows:

Whenever the Contractor shall have completely performed the Contract in the opinion of the Engineer, the Contractor shall submit to the Engineer a written statement of the final quantities of Contract items in the form of the final invoice, which must have an identical format to the progress payment request form attached herewith (see Appendix I). Upon receipt of the final payment request, the Engineer shall check the quantities included therein and shall authorize a payment amount, which in the Engineer’s opinion shall be just and fair, covering the value of the total amount of Work done by the Contractor, less all previous payments and all amounts to be retained under the provisions of the Contract Documents (“Final Payment Amount”). The Contractor shall submit a Conditional Waiver and Release form (Civil Code Section 8136) with the Final Payment request. The Engineer shall then request that the City accept the Work and that the City Clerk be authorized to file, on behalf of the City in the office of the County Recorder, a Notice of Completion of the Work herein agreed to be done by the Contractor. In addition, the final payment will not be released until the Contractor returns the control set of Plans and Specifications showing the redlined as-built conditions.

Final payment requests associated with work completed prior to June 30th (the end of the City’s fiscal year), must be submitted no later than July 30th.

7-3.2.5 Substitute Security

Subsection 7-3.2.5 is hereby added to the Standard Specifications as follows:

In accordance with Public Contract Code Section 22300, the Contractor may request that it be permitted to substitute securities in lieu of having retention withheld by the City from progress payments when such payments become due or, in the alternative, the Contractor may request that the City make payments of earned retentions directly to an agreed upon designated escrow agent at the Contractor’s expense. If the Contractor selects either one of these alternatives, the following shall control.

7-3.2.5.1 Substitution of Securities for Performance Retention

Subsection 7-3.2.5.1 is hereby added to the Standard Specifications as follows:

At some reasonable time before any progress payment would otherwise be due and payable to the Contractor in the performance of Work under these Contract Documents, the Contractor may submit a request to the City in writing to permit the substitution of ret entions with securities equivalent to the amount estimated by the City (“estimated amount of retention”) to be withheld.

The Contractor shall deposit such securities with the City or may, in the alternative, deposit such securities in escrow with a State or federally chartered bank in California, as the escrow agent, at the Contractor’s expense. Such securities will be the equivalent or greater in value of the estimated amount of retention. If the Contract is modified by written Modifications or Change Orders or the Contractor otherwise becomes entitled to receive an amount more than the Contract Price at the time the securities are deposited, the Contractor shall, at the request of the City, Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 534
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deposit with the City or escrow agent, whichever is applicable, additional securities within a reasonable time so that the amount of securities on deposit with the City or escrow agent is equivalent or greater in value than the amount of retention the City would otherwise be entitled to withhold from progress payments due or to become due to the Contractor as the Work progresses.

The City shall withhold any retention amount that exceeds the security amount until the additional securities are deposited and, if the deposit is with an escrow agent, the City has confirmation from that escrow agent of the new total value of securities. Upon satisfactory completion of the Contract, which shall mean, among other things, th at the City is not otherwise entitled to retain proceeds from progress payments as elsewhere provided in the Contract or under applicable law, the securities shall be returned to the Contractor. The City shall, within its sole discretion, determine whether the amount of the securities on deposit with the City or escrow agent is equal to or greater than the amount of estimated retention of progress payments that could otherwise be held by the City if the Contractor had not elected to substitute same with securities.

7-3.2.5.2 Deposit of Retention Proceeds with an Escrow Agent Subsection 7-3.2.5.2 is hereby added to the Standard Specifications as follows:

As an alternative to the substitution of securities, as provided above, or the City otherwise retaining and holding retention proceeds from progress payments, the Contractor may request the City to make payments of retentions earned directly to an escrow agent with the same qualifications as required in Section 7 -3.2.5.1 above and at the expense of the Contractor. At its sole expense, the Contractor may direct the investment of such retention payments into only such securities as mentioned in Section 7-3.2.5.3 below and shall be entitled to interest earned on such investments on the same terms provided for securitie s deposited by the Contractor. Upon satisfactory completion of the Contract, which shall mean when the City would not otherwise be entitled to withhold retention proceeds from progress payments had the Contractor not elected to have such proceeds deposited into escrow, the Contractor shall be allowed to receive from the escrow agent all securities, interest and payments deposited into escrow purs uant to the terms of this Section.

The Contractor shall pay to each Subcontractor, not later than ten Days of receipt of payment, the respective amount of interest earned, net of costs attributed to retention withheld from each Subcontractor, on the amount withheld to ensure performance of the Contractor.

7-3.2.5.3 Subcontractor Entitlement to Interest

Subsection 7-3.2.5.3 is hereby added to the Standard Specifications as follows:

If the Contractor elects to receive interest on any moneys withheld in retention by the City, then the Subcontractor shall receive the identical rate of interest received by the Contractor on any retention moneys withheld from the Subcontractor by the Contractor, less any actual pro rata costs associated with administering and calculating that interest. In the event that the interest rate is a fluctuating rate, the rate for the Subcontractor shall be determined by calculating the interest rate paid during the time that retentions were withheld from the Subcontractor. If the Contractor elects to substitute securities in lieu of retention, then, by mutual consent of the Contractor and the Subcontractor, the Subcontractor may substitute securities in exchange for the release of moneys held in retention by the Contr actor. The Contractor shall pay each Subcontractor, not later than ten Days after receipt of escrow moneys, the amount owed to each Subcontractor from the moneys plus the respective amount of interest earned, net of costs attributed to the retention held from eac h Subcontractor, on the amount of retention withheld to ensure performance of the Subcontractor.

7-3.2.5.4 Securities Eligible for Investment
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Subsection 7-3.2.5.4 is hereby added to the Standard Specifications as follows:

Securities eligible for investment shall include those listed in Government Code Section 16430, bank or savings and loan certificates of deposit, interest-bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed upon between the Contractor and the City. The Contractor shall be the beneficial owner of any securities substituted for any monies withheld and shall receive any interest thereon.

7-3.2.5.5 Escrow Agreement for Security Deposits in Lieu of Retention

Subsection 7-3.2.5.5 is hereby added to the Standard Specifications as follows:

The escrow agreement that shall be used for the deposit of securities in lieu of retention shall substantially conform to the form prescribed in Public Contract Code Section 22300(f).

7-3.2.5.6 Inconsistencies with Prevailing Statutory Requirements Subsection 7-3.2.5.6 is hereby added to the Standard Specifications as follows:

If there is any inconsistency between or differences in Public Contract Code Section 22300 and the terms of this provision, or any future amendments thereto, Section 22300 shall control.

7-3.5.2. Increases of More than 25 Percent

Delete Subsection 7-3.5.2 in its entirety and substitute the following:

Should the actual quantity of a Major 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 25%, a Change Order will be issued and payment for the quantity in excess of 25% of the Bid quantity will be made on the basis of an adjustment to the Contract Unit price mutually agreed to by the City and the Contractor or pursuant to Subsection 7-3.7 “Agreed Prices.”

For Minor Items of Work, the Contractor will be paid using the Contract Unit Price, regardless of whether the actual quantity of the Minor Item of Work covered by a Contract Unit Price exceeds the bid quantity by more than 25%.

7-3.5.3 Decreases of More than 25 Percent

Delete Subsection 7-3.5.3 in its entirety and substitute the following:

Should the actual quantity of a Major Item of Work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications be less than 75% 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, a Change Order shall be issued and payment shall be made on the basis of an adjustment to the Contract Unit Price mutually agreed to by the City and the Contractor, or pursuant to Subsection 7-3.7 “Agreed Prices”; however, in no case will payment be less than would be made for the actual quantity at the Contract Unit Price.

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7-3.5.4 Changes for Items Not Covered by Unit Prices

Subsection 7-3.5.4 is hereby added to the Standard Specifications as follows:

Payment for any change for an Item of Work not covered by a Contract Unit Price shall be made pursuant to Subsection 7-4 “Payment for Extra Work.”

7-4 PAYMENT FOR EXTRA WORK

7-4.1 General

Add the following at the end of Subsection 7-4.1

Any change in the Work for an Item of Work not covered by a Contract Unit Price that involves both added and deleted Work shall be paid on the basis of the net total cost. The cost of deleted Work not covered by a Contract Unit Price shall be determined by the Engineer based on the schedule of lump sum prices submitted by the Contractor in accordance with Subsection 7-2, “Lump Sum Work,” of the Standard Specifications and the General Provisions.

7-4.2.1 Labor

Delete Subsection 7-4.2.1 in its entirety and substitute the following:

The cost of labor will be the actual cost for wages prevailing locally for each craft or type of worker (including foreman when authorized by the Engineer) performing the Extra Work at the time the Extra Work is done, plus liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs, as well as assessments or benefits required by lawful collective bargaining agreements.

To the actual wages, as defined above, will be added a labor surcharge set forth in the California Department of Transportation publication entitled “Labor Surcharge and Equipment Rental Rates” that is in effect on the date upon which the Extra Work is performed. The labor surcharge shall constitute full compensation for all payments imposed by State and federal laws and for all other payments made to, or on behalf of, the workers, other than actual wages, subsistence and travel paid to the workers. The labor surcharge includes Workers’ Compensation, Social Security, Medicare, Federal Unemployment, State Unemployment, and State Training taxes.

Except when direct supervision is provided by working foremen whose time is included in accordance with Subsection 7-4.2.2, the cost of direct supervision of Extra Work, when such direct supervision is provided exclusively for the Extra Work and not in conjunction with or at the same time as supervision for other Work, and when approved in advance in writing by the Engineer, may be charged to the Extra Work. Such cost includes only the actual cost of supervision labor, plus payroll taxes, insurance, and pen sion costs. The cost of transportation, use of vehicle, and other costs incurred by supervision will not be allowed.

7-4.2.2 Materials

Add the following to the end of Subsection 7-4.2.2:

If the Contractor does not furnish satisfactory evidence of the cost of the materials from the Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 537
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actual supplier thereof within 7 days following delivery of materials to the Work site, the Engineer reserves the right to establish the cost of the materials at the lowest current wholesale prices at which the materials were available, in the quantities concerned, delivered to the location of the Work site, less any discounts.

7-4.2.3 Tool and Equipment Rental

Delete Subsection 7-4.2.3 in its entirety and substitute the following:

No payment will be made for individual pieces of equipment or tools not listed in the California Department of Transportation publication entitled “Labor Surcharge and Equipment Rental Rates” that is in effect on the date upon which the Extra Work is performed and that have a replacement value of $200.00 or less, whether or not consumed by use. Such equipment or tools shall be considered to be small tools.

The Contractor will be paid for the use of equipment at the rental rates listed for such equipment in the Labor Surcharge and Equipment Rental Rates publication that is in effect on the date upon which the Extra Work is performed.

Move in and out, or minimum charges other than the hourly rate, shall not apply to equipment available from the force already on the Project site.

For equipment that is rented from a local equipment agency, the Contractor will be paid at the hourly rate shown on the rental agency invoice or agreement for the time the equipment is used on Extra Work. If a minimum equipment rental amount is required by the local equipment rental agency, the actual amount charged will be paid to the Contractor.

If it is deemed necessary by the Engineer to use equipment not listed in the Labor Surcharge and Equipment Rental Rates publication, a suitable rental rate for that equipment will be established by the Engineer. The Contractor may furnish any cost data that might assist the Engineer in the establishment of the rental rate. If the rental rate established by the Engineer is $10.00 per hour or less, the provisions above concerning rental of equipment from a local equipment agency shall apply.

Rental time will not be allowed while equipment is inoperative due to breakdowns.

When owner operated equipment is used to perform Extra Work to be paid on a force account basis, the Contractor will be paid for the equipment and operator as follows:

1. Payment for the equipment will be made at the rental rates listed for such equipment in the Labor Surcharge and Equipment Rental Rates publication that is in effect on the date upon which the Extra Work is performed.

2. Payment for the cost of labor will be made in conformance with the provisions in Subsection 7-4.2.1 “Labor” of the General Provisions.

7-4.3 Markup

Delete Subsection 7-4.3 in its entirety and substitute the following:

The markup for overhead and profit on Extra Work shall be in accordance with the Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 538
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following schedule.

7-4.3.1 Work by Contractor.

The following percentages shall be added to the Contractor’s costs and shall constitute the markup for all overhead and profit:
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 subsection, one percent shall be added as compensation for bonding.

7-4.3.2 Work by Subcontractor.

For Extra Work performed by a Subcontractor, the markup established in Subsection 7 -

4.3.1 of the General Provisions shall be applied to the Subcontractor’s costs. An additional five percent shall be added to the Subcontractor’s final cost, which shall reimburse the Contractor for administrative costs, including overhead and profit.
7-4.3.3 Work by Sub-Subcontractor.

Subsection 7-4.3.3 is hereby added to the Standard Specifications as follows:

For Extra Work performed by a sub-Subcontractor, the markup established in Subsection 7-4.3.1 of the General Provisions shall be applied to the sub-Subcontractor’s costs. An additional ten percent shall be added to the sub-Subcontractor’s final cost, five percent of which shall reimburse the Contractor for administrative costs, including overhead and profit, and five percent of which shall reimburse the Subcontractor for administrative costs, including overhead and profit.

7-4.3.4 Work by Specialist.

Subsection 7-4.3.4 is hereby added to the Standard Specifications as follows:

If the Engineer and the Contractor agree that a service or an item of Extra Work cannot be performed by the forces of the Contractor or those of any of its Subcontractors or sub - Subcontractors, such service or Extra Work item may be performed by a specialist. Invoices for such services or items of Extra Work calculated on the basis of current market prices may be accepted without complete itemization of labor, material, and equipment rental costs when it is impracticable and not in accordance with the established practice of the special service industry to provide such complete itemization.

If the Contractor is required to perform Extra Work that requires a fabrication or matching process in a fabrication or machine shop facilities away from the Project site, the charges for that portion of the Extra Work performed in such facility may, by agreement between the Contractor and Engineer, be accepted as a specialist billing.

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For Extra Work performed by a specialist, 15% shall be added to the specialist’s invoice price less a credit to the City for any cash or trade discount offered or available, whether or not such discount may have been taken; such percentage shall reimburse the Contractor for administrative costs, including overhead and profit.

7-4.3.5 Work not Covered by Unit Prices.

Subsection 7-4.3.5 is hereby added to the Standard Specifications as follows:

Markup for overhead and profit on any change in the Work for an Item of Work not covered by a Contract Unit Price that involves both added and deleted Work shall be paid, in accordance with this Subsection 7-4.3 of the General Provisions, only if the net cost increases the Contract Price (i.e., if the cost for added Work exceeds the cost for deleted Work).

7-4.4 Daily Reports by Contractor

Delete the first sentence of Subsection 7-4.4 and substitute the following:

The Contractor shall submit daily reports for Extra Work showing all labor, material, and equipment costs incurred.

Add the following at the end of Subsection 7-4.4:

The daily reports shall describe in detail the Extra Work that was performed and the location (station, etc.). Separate daily reports shall be submitted for Extra Work that is performed for more than one location and for different tasks that are performed on the same day. Material charges shall be substantiated by valid copies of vendor’s invoices. Such invoices shall be submitted with the daily reports, or if not available, they shall be submitted with subsequent daily reports. The Contractor shall maintain the Contractor’s records in such a manner as to provide a clear accounting of the costs.

Upon completion of the Extra Work, the Contractor shall submit a summary of costs, including markup for overhead and profit. All costs shall be in accordance with this Section 7-4 “Payment for Work.” The signature of the City’s Inspector on a daily report shall indicate agreement with the information reflected therein, not that the Contractor is entitled to payment of the costs in the report. The Engineer shall review the daily reports. The Engineer shall compare the Inspector’s records with the completed daily reports furnished by the Contractor and make any necessary adjustments. When the daily reports are agreed upon and signed by both parties, these reports shall become the basis of payment for the Extra Work performed.

7-4.5 Extension of Time

Add the following as Subsection 7-4.5:

If the Contractor is delayed in completing the Extra Work due to a change ordered by the City, the time for completion of Work will be extended in accordance with Section 6 -4 of these General Provisions.

7-6 AUDIT

The City or its representative shall have the option of inspecting and/or auditing all records and other written materials used by the Contractor in preparing its billings to the City as a condition Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 540
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precedent to any payment to the Contractor or in response to a construction claim or a Public Records Act (Government Code Section 6250 et seq.) request. The Contractor will promptly furnish documents requested by the City at no cost. Additionally, the Contractor shall be subject to State Auditor examination and audit at the request of the City or as part of any audit of the City, for a period of three and one-half years after Final Acceptance under the Contract. The Contractor shall include a copy of this Section 7-6 in all contracts with its Subcontractors, and the Contractor shall be responsible for immediately obtaining those records or other written material from its Subcontractors upon a request by the State Auditor or the City. If the Project includes other auditing requirements, those additional requirements will be listed in the Special Provisions.

SECTION 8. FACILITIES FOR AGENCY PERSONNEL

The provisions below shall supplement but not replace those provisions in Section 7 of the Standard Specifications.

8-1 GENERAL

The following paragraph shall be added following the first paragraph of Section 8-1:

No field offices for City personnel shall be required; however, City personnel shall have the right to enter upon the Project at all times and shall be admitted to the offices of the Contractor to use the telephone, desk and sanitary facilities provided by the Contractor for its own personnel.

Sections 9 and 10 are hereby added to Part 1 of the Standard Specifications, as follows:

SECTION 9. CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT PLAN

9.1 GENERAL

To ensure that solid waste generated in the City is reduced, reused or recycled, the Contractor shall submit a “Waste Management Plan” (WMP) to the Engineer for review and approval, using the form found at the end of this Section 9. After the WMP has been reviewed by the Engineer, it will be returned to the Contractor in one of the following four status conditions:

• “Approved”

• “Further Explanation Required”: The Engineer will return the WMP to the Contractor with questions about the WMP. The Contractor shall resubmit plan with each of the City’s questions answered thoroughly.

• “Denied”: The Engineer will indicate the reasons for denial. The Contractor shall then re- submit a new WMP that complies with the requirements of this Section or request an Infeasibility Exemption.

• “Infeasibility Exemption Approved”

The Contractor shall follow the WMP and document results during demolition and construction.

Final documentation shall be submitted at the end of the project to the Engineer for review of compliance with the original WMP. The amount deducted from the final estimate and retained by the City in accordance with Section 7.3.1 and 7.3.2 for partial and final payment shall be withheld until final WMP is submitted to the City and approved by the City.

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9-2 DEFINITIONS

a) “Construction” means the building of any facility or structure or any portion thereof including any tenant improvements to an existing facility or structure.

b) “Construction and Demolition Debris” means used or discarded materials removed from premises during construction of the Project.

c) “Conversion Rate” means the rate set forth in the standardized Conversion Rate Table approved by the City Council pursuant to this Section for use in estimating the volume or weight of materials identified in a Construction and Demolition Waste Reduction and Recycling Plan.

d) “Divert” means to use material for any purpose other than disposal in a landfill. Diversion credit is given for source reduction (waste reduction), recycling, and composting.

e) “Diversion Requirement” means the diversion of at least 65% of the total Construction and Demolition Debris generated by a Project via reduction (source reduction), reuse or recycling, unless the Contractor has been granted an Infeasibility Exemption, in which case the Diversion Requirement shall be the maximum feasible diversion rate established by the Engineer.

f) “Recycling” means the process of collecting, sorting, cleansing, treating, and reconstituting materials that would otherwise become solid waste, and returning them to the economic mainstream in the form of raw material for new, reused, or reconstituted products which meet the quality standards necessary to be used in the marketplace. g) “Renovation” means any change, addition, or modification in an existing structure. h) “Reuse” means further or repeated use of Construction or Demolition Debris. An example is the reuse of crushed concrete as road base or as aggregate on the construction site.

i) “Salvage” means the controlled removal of Construction or Demolition Debris from project for the purpose of recycling, reuse, or storage for later recycling or reuse.

j) “Construction and Demolition Waste Management Plan” means a completed form, approved by the Engineer for the purpose of compliance with this Section, submitted by the Contractor/Contractor for any Covered or Noncovered Project that indicates the estimated diversion that the Contractor/Contractor anticipates in diverting from disposal.

k) “Construction and Demolition Waste Management Report” means a completed form, approved by the Engineer for the purpose of compliance with this Section, submitted by the Contractor for any Project that documents the disposal and diversion tonnages and destinations.

9-3 INFEASIBILITY EXEMPTION

a) Application. If the Contractor experiences unique circumstances that the Contractor believes make it infeasible to comply with the Diversion Requirement, the Contractor shall apply for an exemption at the time that it submits the WMP. The Contractor shall indicate on the WMP the maximum rate of diversion the Contractor believes is feasible for each material and the specific circumstances that the Contractor believes make it infeasible to comply with the Diversion Requirement.

b) The Engineer shall review the information supplied by the Contractor and may meet with the Contractor to discuss possible ways of meeting the Diversion Requirement. Based on the Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 542
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information supplied by the Contractor, the Engineer shall determine whether it is possible for the Contractor to meet the Diversion Requirement.

c) If the Engineer determines that it is infeasible for the Contractor to meet the Diversion Requirement due to unique circumstances, the Engineer shall determine the maximum feasible diversion rate for each material and shall indicate this rate on the WMP submitted by the Contractor. The Engineer shall return a copy of the WMP to the Contractor marked “Infeasibility Exemption Approved.”

d) Denial of Exemption. If the Engineer determines that it is possible for the Contractor to meet the Diversion Requirement, the Engineer shall so inform the Contractor in writing. The Contractor will have 15 days to resubmit a new WMP. If the Contractor fails to resubmit a new WMP, or if the resubmitted WMP does not comply with the requirements of the plan, the Engineer shall deny the WMP.

9-4 DIVERSION PROGRAM

The methodology used to calculate diversion is based on the Title 14, California Code of Regulations, Article 6.1 Solid Waste Generation Study, Section 18722 et seq, and is consistent with CalRecycle measurement protocols. The following equation defines the “Generation -Based Diversion Quantification Methodology”:
9-5 ADDITIONAL INFORMATION

Other materials to assist the Contractor in completing the WMP can be found on the City’s website at www.manhattanbeach.gov.

• Construction and Demolition Debris Recycling Guide

• Construction and Demolition Recycling Brochure
Generation = Disposal + Diversion
Diversion Rate (%) = Diversion Tons

Generation Tons
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CITY OF MANHATTAN BEACH
Construction & Demolition Waste Management Plan
Manhattan Beach Municipal Code 5.26 requires construction projects to reuse or recycle 65% of all construction site waste (all demolition and roof tear-off projects, and all construction with a total value of $100,000).

REQUIRED GOAL: REUSE OR RECYCLE A MINIMUM OF 65% OF ALL PROJECT WASTE

Instructions:

1. Complete entire WMP & submit to the Project Manager as a project submittal.

2. Reuse and/or recycle at least 65% of all construction site waste and keep good records of all facility waste tickets.

3. Submit a copy of this WMP and ALL recycling and landfill facility weight tickets before Final Inspection to the Project Manager as a new project submittal. A COPY OF THIS WMP AND RECEIPTS OF ALL RECYCLING AND DISPOSAL SHALL BE SUBMITTED BEFORE FINAL PAYMENT WILL BE MADE BY THE CITY.

Fines for Non-Compliance (MBMC 5.26.020): Demo projects up to $5,000 and Construction projects up to $10,000

Project Name:

Project Address:

Type of Project: [ ] Street Improvement [ ] Water Main [ ] Sewer Main [ ] Storm Drain [ ] Other
Total Bid Price: $
Requesting Infeasibility Exemption: [ ] Yes [ ] No
Contractor Name:

Address:

Recycler:

Contact Name:

Contact Phone:

Recycler Contact:

Recycler Address: Recycler Contact Phone:

CITY USE ONLY

Approved
Application (Date) Final (Date)
Further explanation needed (see attached)
Denied
Infeasibility Exemption Approved
Reviewed By

Submit this form and the attached Waste Management Plan Table to: Project Manager by email or Engineering Division, City of Manhattan Beach 3621 Bell Avenue, Manhattan Beach, CA 90266 Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 544
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CITY OF MANHATTAN BEACH
Construction & Demolition Waste Management Plan Table
Project Name:

Total Estimated Waste Generated by Project: _ (IN TONS). (Ask your hauler, recycler or site cleanup vendor to assist you. Use receipts from your previous jobs for estimates.) Complete and return with Building Permit Application Complete and return with receipts prior to final building approval
Material Type Estimated
Reused/
Recycled
Estimated
Disposed/
Landfilled
Vendor or Facility
to be Used
(Destination)
Actual
Reused/
Recycled
Actual
Disposed/
Landfilled
Vendor or Facility
Used (Destination)
Asphalt & Concrete
Bricks/Masonry/Tiles
Building Materials (doors,
windows, fixtures, etc.)

Cardboard
Concrete Pavement and
Grindings

Drywall (new, unpainted)
Asphalt Pavement
Grindings

Landscape Debris (Plant &
Tree Trimmings)

Scrap Metal
Unpainted Wood & Pallets
Other (painted wood &
drywall, roofing, etc.)

Mixed C&D*
Trash/Garbage
TOTAL
*Mixed C&D is defined as a mixture of three or more materials (e.g., wood, drywall, roofing, etc.) from construction or demolition sites that will be taken to a “qualified” facility for recycling. (See C&D Debris Recycling Guide.)

If you are requesting an infeasibility exemption and the estimated amount reused/recycled is less than 65%, please explain why (attach additional sheets if necessary):

If the actual amount reused/recycled is less than 65%, please explain why:

Prepared by (please print): Date:

Contractor Signature: Phone Number:

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Conversion Rates

The following conversion rates are estimates. The ranges vary widely, depending on how the materials are handled (compacted, loose, chipped, etc.). Use the conversion factors and receipts from any previous projects to help you estimate the potential amount of materials and diversion. Take into consideration the type and load of vehicles that will be used to haul the materials. Ask your hauler or recycler to assist you in estimating these numbers.

Material Lbs/cy Tons/cy
Asphalt 1,400 lbs/cy 0.7 tons/cy
Brick 2,430 lbs/cy 1.21 tons/cy
Cardboard 100 lbs/cy 0.05 tons/cy
Concrete 2,600 lbs/cy
(Sources range from1,000 to 4,000) 1.3 tons/cy
Dirt/Soils 2,660 lbs/cy 1.33 tons/cy
Drywall 700 lbs/cy 0.35 tons/cy
Wood (chipped) 300 – 650 lbs/cy 0.15 – 0.3 tons/cy
Mixed C&D Debris 900 lbs/cy 0.45 tons/cy
Mixed Waste/Trash 100 – 350 lbs/cy 0.5 – 0.175 tons/cy

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SECTION 10. ADDITIONAL TERMS

10-1 NONDISCRIMINATORY EMPLOYMENT

The Contractor shall not unlawfully discriminate against any individual based on race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender id entity, gender expression, age, sexual orientation or military and veteran status. The Contractor understands and agrees that it is bound by and will comply with the nondiscrimination mandates of all statutes and local ordinances and regulations.

10-2 NOTICE TO PROCEED

Upon award of the Contract and signing the Contract Documents, the City shall issue the Contractor a Notice to Proceed. The City will not authorize any Work to be done under these Contract Documents before the Contract has been fully executed. Any Work that is done by the Contractor in advance of such time shall be considered as being done at the Contractor’s own risk and responsibility, and as a consequence will be subject to rejection.

10-3 CONTRACTOR’S RESPONSIBILITY FOR WORK

Until the final acceptance of the Work by the City as defined in Section 3 -13.2 of the General Provisions, by written action of the Engineer, the Contractor shall have the charge and care thereof and shall bear the risk of injury or damage to any part of the Work by the action of the elements, criminal acts, or any other cause. The Contractor shall rebuild, repair, restore and make good all injuries or damages to any portion of the Work occasioned by any cause before its completion and acceptance and shall bear the expense thereof, except for such injuries or damages arising from the sole negligence or willful misconduct of the City, its officers, ag ents or employees. In the case of suspension of Work from any cause whatever, the Contractor shall be responsible for all materials and the protection of Work already completed, shall properly store and protect them if necessary, and shall provide suitable drainage and erect temporary structures where necessary.

10-4 PROCEDURE IN CASE OF DAMAGE TO PUBLIC PROPERTY

Any portions of curb, gutter, sidewalk or any other City improvement damaged by the Contractor during the course of construction shall be replaced by the Contractor at its own cost. The cost of additional replacement of curb, gutter or sidewalk in excess of the estimated quantities shown in the Bid form and Specifications, and found necessary during the process of construction (but not due to damage resulting from carelessness on the part of the Contractor during its operation), shall be paid to the Contractor at the unit prices submitted in its Bid.

10-5 REMOVAL OF INTERFERING OBSTRUCTIONS

The Contractor shall remove and dispose of all debris, abandoned structures, tree roots and obstructions of any character encountered during the process of excavation. It is understood that the cost of any such removals are made a part of the unit price bid by the Contractor under the item for excavation or removal of existing Work.

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10-6 SOILS ENGINEERING AND TESTING

An independent certified materials testing firm must be retained by the Contractor to perform materials tests and applicable special inspections during the Contractor’s entire operation to ascertain compliance with the Contract requirements. If the initial tests do not meet the Contract requirements, the Contractor shall bear the cost of all subsequent tests.

The Contractor shall provide a copy of the testing and inspection reports to the Engineer within 24 hours upon receipt.

Compaction testing shall be performed at the following frequency:

Subgrade below PCC Pavement – 2 locations per lift
Subgrade below Permeable Concrete – 2 locations per lift Aggregate base below PCC Pavement – 2 locations
Subgrade below Refuse Enclosure – 2 locations
Aggregate base below Refuse Enclosure – 2 locations

10-7 ACCESS TO PRIVATE PROPERTY

Unless otherwise stated in the Special Provisions, the Contractor shall be responsible for all fees and costs associated with securing permission to access private property for any portion of the Project.

10-8 WORKING DAYS AND HOURS

Unless otherwise noted in Part 9 Special Instructions or authorized by the City Engineer:

a) The Contractor shall do all Work between the hours of 7:30 a.m. to 4:30 p.m., Monday through Friday.
b) No Work will be allowed on Saturday, Sunday or City holidays listed on the City’s website. c) No Work will be allowed on any election or special election day that may be declared within a 300-foot radius of any voting location or in any location that will disturb access to any voting location, as determined and directed by the City Engineer. If the Work is within the 300-foot radius or disturbs access to any voting location, as determined by the City Engineer, a time extension of one Working Day will be granted for each such Day that Work cannot be performed.

The City’s Municipal Code or the project permit may list conflicting hours or Days for the Contractor to do the Work. In these cases, Working Days and Hours shall be as noted in Part 9 Special Instructions, unless otherwise authorized by the City Engineer.

Whenever the Contractor is permitted or directed to perform night Work or to vary the period during which Work is performed during the Working Day, the Contractor shall give 24 hours’ notice to the Engineer so that inspection may be provided. Charges to the Contractor for inspection will be incurred as stated in Section 6-2.1.

10-9 CLAIM DISPUTE RESOLUTION

In the event of any dispute or controversy with the City over any matter whatsoever, the Contractor shall not cause any delay or cessation in or of Work, but shall proceed with the performance of the Work in dispute. The Contractor shall retain any and all rights provided that pertain to the resolution of disputes and protests between the parties. The Disputed Work will be categorized Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 548
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as an “unresolved dispute” and payment, if any, shall be as later determined by mutual agreement or a court of law. The Contractor shall keep accurate, detailed records of all Disputed Work, claims and other disputed matters.

All claims arising out of or related to the Contract Documents or the Project, and the consideration and payment of such claims, are subject to the Government Claims Act (Government Code Section 810 et seq.) with regard to filing claims. All such claims are also subject to Public Contract Code Section 9204 and Public Contract Code Section 20104 et seq . (Article 1.5), where applicable. The Contract hereby incorporates those provisions as though fully set forth herein.

Thus, the Contractor or any Subcontractor must file a claim in accordance with the Government Claims Act as a prerequisite to filing a construction claim in compliance with Section 9204 and Article 1.5 (if applicable), and must then adhere to Article 1.5 and Section 9204, as applicable, pursuant to the definition of “claim” as individually defined therein.

10-10 THIRD PARTY CLAIMS

The City shall have full authority to compromise or otherwise settle any claim relating to the Project at any time. The City shall timely notify the Contractor of the receipt of any third -party claim relating to the Project. The City shall be entitled to recover its reasonable costs incurred in providing this notice.

10-11 COMPLIANCE WITH LAWS

The Contractor shall comply with all applicable federal, State and local laws, ordinances, codes and regulations in force at the time the Contractor performs pursuant to the Contract Documents.

10-12 CONTRACTOR’S REPRESENTATIONS

By signing the Contract, the Contractor represents, covenants, agrees, and declares under penalty of perjury under the laws of the State of California that: (a) the Contractor is licensed, qualified, and capable of furnishing the labor, materials, and expertise necessary to perform the services in accordance with the terms and conditions set forth in the Contract Documents; (b) there are no obligations, commitments, or impediments of any kind that will limit or prevent its full performance under the Contract Documents; (c) there is no litigation pending against the Contractor that could adversely affect its performance of the Contract, and the Contractor is not the subject of any criminal investigation or proceeding; and (d) to the Contractor’s actual knowledge, neither the Contractor nor its personnel have been convicted of a felony.

10-13 CONFLICTS OF INTEREST

The Contractor agrees not to accept any employment or representation during the term of the Contract or within 12 months after acceptance as defined in Section 3 -13.2 of the General Provisions that is or may likely make the Contractor “financially interested,” as provided in Government Code Sections 1090 and 87100, in any decisions made by the City on any matter in connection with which the Contractor has been retained pursuant to the Contract Documents.

10-14 APPLICABLE LAW

The validity, interpretation, and performance of these Contract Documents shall be controlled by and construed under the laws of the State of California, excluding California’s choice of law rules.

Venue for any such action relating to the Contract shall be in the Los Angeles County Superior Court.

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10-15 TIME

Time is of the essence in these Contract Documents.

10-16 INDEPENDENT CONTRACTOR

The Contractor and Subcontractors shall at all times remain, as to the City, wholly independent contractors. Neither the City nor any of its officials, officers, employees or agents shall have control over the conduct of the Contractor, Subcontractors, or any of their officers, employees, or agents, except as herein set forth, and the Contractor and Subcontractors are free to dispose of all portions of their time and activities that they are not obligated to devote to the City in such a manner and to such Persons that the Contractor or Subcontractors wish ex cept as expressly provided in these Contract Documents. The Contractor and Subcontractors shall have no power to incur any debt, obligation, or liability on behalf of the City, bind the City in any manner, or otherwise act on behalf of the City as agents. The Contractor and Subcontractors shall not, at any time or in any manner, represent that they or any of their agents, servants or employees, are in any manner agents, servants or employees of the City. The Contractor and Subcontractors agree to pay all required taxes on amounts paid to them under the Contract, and to indemnify and hold the City harmless from any and all taxes, assessments, penalties, and interest asserted against the City by reason of the independent contractor relationship created by the Contract Documents. The Contractor shall include this provision in all contracts with all Subcontractors.

10-17 CONSTRUCTION

In the event of any asserted ambiguity in, or dispute regarding the interpretation of any matter herein, the interpretation of these Contract Documents shall not be resolved by any rules of interpretation providing for interpretation against the party who causes the uncertainty to exist or against the party who drafted the Contract Documents or who drafted that portion of the Contract Documents.

10-18 NON-WAIVER OF TERMS, RIGHTS AND REMEDIES

Waiver by either party of any one or more of the conditions of performance under these Contract Documents shall not be a waiver of any other condition of performance under these Contract Documents. In no event shall the making by the City of any payment to the Contractor constitute or be construed as a waiver by the City of any breach of covenant, or any default that may then exist on the part of the Contractor, and the making of any such payment by the City shall in no way impair or prejudice any right or remedy available to the City with regard to such breach or default.

10-19 TERM

The Contract is effective as of the Effective Date listed, and shall remain in full force and effect until the Contractor has fully rendered the services required by the Contract Documents or the Contract has been otherwise terminated by the City. However, some provisions may survive the term listed within this Section, as stated in those provisions.

10-20 NOTICE

Except as otherwise required by law, any notice or other communication authorized or required by these Contract Documents shall be in writing and shall be deemed received on (a) the day of delivery if delivered by hand or overnight courier service during the City’s regular business hours or (b) on the third business day following deposit in the United States mail, postage prepaid, to Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 550
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the addresses listed on the Contractor’s Bid and City Hall, or at such other address as one party may notify the other.

10-21 SEVERABILITY

If any term or portion of these Contract Documents is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of these Contract Documents shall continue in full force and effect.

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PART 2 - CONSTRUCTION MATERIALS

The corresponding provisions in Part 2 (Construction Materials) of the Standard Specifications are incorporated, except as otherwise indicated herein. In the event of any conflict between the Standard Specifications and these Special Provisions, these Special Provisions shall control.

SECTION 201 – CONCRETE, MORTAR, AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE
201-1.1 Requirements
201-1.1.1 General

The following paragraph shall be added to the last paragraph:

The Contractor shall furnish the Engineer wit h a copy of the mix design to b e used and with a legible, certified weight -master’s certificate for each load of Portland Cement Concrete (PCC) delivered to the project. Concrete delivered to the project site having a water content and/or slump greater than the specified in the mix design shall be rejected and removed from the project site.

201-1.1.2 Concrete Specified by Class and Alternate Class

The following paragraph shall be added:

Portland Cement Concrete (PCC) Mix Design:

All concrete shall be 560 -C-3250 PCC in accordance with the City of Manhattan Beach Standard Plans. Design mix shall be approved by the City Engineer prior to purchase or placing of concrete.

SECTION 214 - TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND

PAVEMENT MARKERS
214-5 THERMOPLASTIC MATERIAL FOR TRAFFIC STRIPING AND MARKINGS 214-5.1 General

Delete 1st Paragraph and add the following:

Thermoplastic material shall conform to State Specification PTH-02ALKYD.

Concrete Curb Painting shall be as follows:

Red: Ennis-Flint WB RED 7004PLUS SEMIGLOSS or approved equal.

Yellow: Ennis-Flint WB YEL CA PTWB-01 or approved equal.

White: Ennis-Flint WB WHT CA PTWB-01 or approved equal.

Black: Ennis-Flint WB BLK CA PTWB-01 or approved equal.

Blue: Ennis-Flint 6006 – Blue or approved equal

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PART 3 - CONSTRUCTION METHODS

The corresponding provisions in Part 3 (Construction Methods) of the Standard Specifications are incorporated, except as otherwise indicated herein. In the event of any conflict between the Standard Specifications and these Special Provisions, these Special Provisions shall control.

SECTION 300 - EARTHWORK

300-1 CLEARING AND GRUBBING
300-1.1 General

Add the following:

All existing pavement to be removed shall be done by sawcut full depth, to a true line where ne w pavement is to join. Removal of pavement items shall include the removal of underlying base to a depth necessary to construct new structure.

300-1.4 Payment

Delete and replace with the following:

All unit bid item prices shall include the full compensation for clearing and grubbing including saw cutting, breaking, removal, tree root pruning/cut, and haul away required to perform the construction specified, and shall be considered included in the price for various items of work. No additional compensation will be allowed, except for other removal items under the Contractor’s Proposal Bid Schedule and shall be paid as indicated therein.

300-2 UNCLASSIFIED EXCAVATION.
300-2.1 General

Add the following:

Contractor shall be aware that the soil conditions in the project are very sandy and collapsible.

Contractor shall use appropriate construction methods for this soil type when performing Work including, but not limited to, utilities, PCC curb, gutter, pavement, asphalt, and sidewalk.

300-2.8 Measurement.

Add the following:

h) Removal of bituminous pavement, as directed by the engineer. i) Removal of concrete pavement, as directed by the engineer.

300-2.9 Payment.

Replace the first paragraph with the following:

The cost of unclassified excavation s are included in various applicable bid items in the Construction’s Proposal Bid Schedule. Payment shall include compensation for excavating, sloping, rounding tops and ends of excavations, loading, fill, disposing of surplus material, stockpiling, and hauling it to its final location.

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300-3 STRUCTURE EXCAVATION AND BACKFILL
300-3.6 Payment.

Add the following:

There will be no payment for structural excavation and backfill. Cost of structural excavation and structural backfill shall be considered included in the applicable bid items.

SECTION 302 – ROADWAY SURFACING

SECTION 302-5 - ASPHALT CONCRETE PAVEMENT
302-5.1 General

Change the last sentence to the following:

Asphalt concrete shall be Type III -C3-PG64-10 for surface course as shown in Manhattan Beach Standard Plan MBSI-132A-0 (ST-10) or as specified herein. The use of slag aggregate for asphalt concrete is expressly prohibited.

Add the following:

The combined aggregate grading for asphalt concrete placed on miscellaneous areas shall conform to the gradation for the asphalt concrete placed on the traveled way, unless otherwise directed by the Engineer. The amount of asphalt binder used in the asphalt concrete placed in dikes, gutters, gutter flares, oversize drains and aprons at the ends of drainage structures, unless otherwise directed by the Engineer, shall be increa sed one per cent (1%) by weight of the aggregate over the amount of asphalt binder used in the asphalt concrete placed on the traveled way.

302-5.4 Tack Coat

Replace the second paragraph with the following:

A similar tack coat shall be applied to all surfaces that are to be overlaid unless otherwise directed by the Engineer.

302-5.5 Distribution and Spreading

Add the following:

The asphalt concrete to be placed in areas which are designated by the City Engineer as miscellaneous areas may be spread in one layer. The material shall be compacted to the required lines, grades and cross section. Miscellaneous replacement areas shall be placed on subgrade which has been compacted to 95% relative compaction.

When placing asphalt concrete to the lines and grades as approved by the Engineer, the automatic screed controls shall control the longitudinal grade and transverse slope of the screed. Grade and slope references shall be furnished, installed, and maintain ed by the Contractor. The Contractor shall use a ski device, the minimum length of the ski device shall be 30 feet. The ski device shall be a rigid one -piece unit and the entire length shall be utilized in activating the sensor. The Contractor may use a laser to control the screed.

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When placing the initial mat of asphalt concrete on existing pavement, the end of the screed nearest the center line shall be controlled by a sensor activated by a ski device not less than 30 feet long. The end of the screed farthest from center line shall be controlled by an automatic transverse slope device set to reproduce the cross slope approved by the Engineer.

When paving contiguously with previously placed mats, the end of the screed adjacent to the previously placed mat shall be controlled by a sensor that responds to the grade of the previously placed mat and will reproduce the grade in the new mat within a 0.01 feet tolerance. The end of the screed farthest from the previously placed mat shall be controlled in the same manner as when placing the initial mat.

302-5.6 Rolling
302.5.6.1 General

Add the following:

The Contractor shall furnish a sufficient number of rollers to obtain the specified compaction and surface finish required by the Standard Specifications and these Special Provisions.

Pneumatic rollers shall be required on lower layer only.

Initial breakdown compaction shall consist of a minimum of three (3) coverages of a layer of asphalt mixture. A pass shall be a movement of rolling in both directions over the same path. Coverage shall consist of as many passes as are necessary to cove r the entire width being paved. Overlap between passes during coverage, made to ensure compaction without displacement of material in accordance with good rolling practice, shall be considered to be part of the coverage being made and not part of a subsequent coverage.

Each coverage shall be completed before subsequent coverages are started.

All joints shall be sealed after rolling.

302.5.6.2 Density and Smoothness.

Add the following:

The completed surfacing shall be thoroughly compacted, smooth and free from ruts, humps, depressions or irregularities. Any ridges, indentations or other objectionable marks left in the surface of the asphalt concrete shall be eliminated by rolling or other means. The use of any equipment that leaves humps, ridges, irregularities, indentations or other objectionable marks in the asphalt concrete shall be discontinued, and acceptable equipment shall be furnished by the Contractor.

The transverse slope of the finished surface shall be uniform to a degree such that no depressions greater than 0.01 feet are present when tested with a straightedge 10 feet long, laid in a direction transverse to the center line.

If the test results for any lot of asphalt concrete indicate that the relative compaction is below 95.0 percent (95%), the Contractor will be advised that he /she is not attaining the required relative compaction and that materials, procedures, or both, need adjustment. Asphalt concrete spreading operations shall not continue until the Contractor has notified the Engineer of the adjustment that will be made in order to meet the required compaction.

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302-5.9 Measurement and Payment.

Replace the subsection with the following:

The unit price paid per square yard of Type III C3 -PG64-10 Asphalt Concrete Pavement shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in constructing asphalt concrete complete in place, and no additional compensation will be allowed therefor.

SECTION 302-6 PORTLAND CEMENT CONCRETE PAVEMENT

302-6.3 Placing Concrete

Add the following:

Advise the Engineer at least 48 hours before concrete placement.

Testing responsibility of Contractor – Conduct a minimum of one density test during each day’s placement in accordance with ASTM C172 and C 138/C 138M following procedures described in ASTM C 29/C 29M, Jigging Procedures. Determine density using a minimum 0.25 ft³ cylindrical metal measure. Fill and compact the measure in accordance with ASTM C29/c 29M, Jigging procedure.

302-6.5.2 Construction Joints

Replace paragraph two with the following:

Longitudinal construction joints shall be constructed as a plain face. Longitudinal Joints shall be constructed in multiples of 10’ not exceeding 12’.

302-6.5.3 Transverse Expansion Joints

Add the following:

Transverse joints shall be placed at right angles to longitudinal joints at intervals not exceeding 14’. Concrete restoration must be doweled to existing concrete pavement with #4 epoxy coated dowels at 16”O.C. and minimum embedment of 4”.

Expansion joint filler and join sealants shall be install by S ection 201 -3 of the Standard Specifications. The joint sealant shall be a two-component, non-sag traffic-grade material. It shall be applicable in horizontal, vertical, and overhead joints. The sealant shall be principally a chemical cure to form an elastomeric substance.

302-6.5.4 Weakened-Plane Joints

Add the following:

Weakened – Maximum intervals shall be 12’.

Expansion joint filler and join sealants shall be installed per section 201 -3 of the Standard Specification. The joint sealant shall be a two-component, non-sag traffic-grade material. It shall be applicable in horizontal, vertical, and overhead joints. The sealant shall be principally a chemical cure to form an elastomeric substance.

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302-6.8 Measurement and Payment

Replace the first sentence with the following:

Payment for concrete pavement shall be considered full compensation for furnishing all labor, materials, tools, equipment, and incidentals to accomplish the work as specified in these project plans and provision and no additional compensation shall be allowed.

Add the following:

Unused material which is delivered to the project site that is rejected or is in excess of that actually needed, will not be paid for by the City.

SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION

SECTION 303 -5 - CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY

INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS

303-5.1 Requirements
303-5.1.1 General

The second paragraph shall be deleted and replaced with the following:

The thickness, texture, and color (to match existing color) of sidewalks, curb, gutters, driveways, cross gutters, and access ramps, shall be as noted in the contract documents.

No concrete shall be ordered and/or poured until the forms and subgrade have been inspected and approved by the Engineer in the field. All pull boxes, water meter boxes, and water valve covers shall be adjusted to proposed finish grade and approved by the Engineer in the field prior to placement of concrete.

303-5.5.5 Alley intersections, Access Ramps and Driveways

Add the following:

ADA Curb Ramp Compliance and Installation:

The Contractor shall install access ramps with American Disability Act (ADA) Standards/California Code of Regulations (CCR) Title 24 – Accessibility Regulations approved cast -in place/wet set detectable warning surface (truncated domes) and per the latest edition of applicable Caltrans Standard Plans. Unless otherwise noted, the Contractor shall extend the new ramp for all curb ramp case types up to 15 feet from the edge of landing to satisfy ADA slope and the Department of Justice requirement to the maximum extent possible.

The Contractor shall verify on site all existing elevations for the installation/modification of the curb ramps and sidewalk transition panels and verify that all design grades are achievable with site conditions. The installation of the curb ramp shall maintain all existing cross gutter, flow line and lip of gutter elevations and grades and shall be in compliance with all applicable ADA standards.

Written approval from the Engineer is required prior to construction of curb ramps.

Work under the bid item to Furnish and Install PCC ADA compliant curb ramp shall include full compensation for furnishing labor, materials, tools and incidentals, and for performing all work Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 557
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involved in the construction of new ADA curb ramps, complete as specified herein; including but not limited to, construction survey, saw -cutting, removal and disposal, excavation, forming, pavement restoration, detectable warning surface, support of adjace nt structures (protection, restoration, grading, irrigation turf replacement), concrete, backfill, and compaction to the satisfaction of the Engineer.

303-5.3 Placing Concrete

Add the following:

Advise the Engineer at least 48 hours before concrete placement.

Testing responsibility of Contractor – Conduct a minimum of one density test during each day’s placement in accordance with ASTM C172/C172M and C138/C138M following procedures described in ASTM C29/C29M, Jigging Procedures. Determine density using a minimu m 0.25 ft³ cylindrical metal measure. Fill and compact the measure in accordance with ASTM C29/C29M, Jigging procedure.

303-5.5 Finishing
303-5.5.1 General

Add the following:

Finishing: Concrete shall be distributed uniformly between forms or saw cut joints as soon as placed, struck off and tamped. After tamping, surface shall be floated and finished. Finish shall match existing concrete as closely as practical. Work surface sh all be free of any unevenness greater than 1/8-inch when checked with a 10’ straightedge or string line.

303-5.9 Measurement and Payment

Replace the section with the following:

Payment for concrete curbs and gutter, sidewalks, cross gutters, driveways and access ramps will be made as shown in the bid schedule and shall include all related debris removal, root pruning, grading, edge form work, removal and restoration of adjacent asphalt (Type III C3 -PG64-10) slot cut patch restoration, saw cutting, expansion joint filler, joint sealer, base material, and other related appurtenances integral to the proposed PCC and shall be considered full compensation for furnishing all labor, materials, tools equipment and incidental to accomplish the work as specified in these project plans and provision and no additional compensation shall be allowed.

Unused material which is delivered to project site that is rejected or is in excess of that actually needed will not be paid for by the City.

303-8 PERVIOUS CONCRETE.
303-8.1 General.

Replace the section with the following:

Pervious concrete shall conform to 201 -1.1.6. Pervious concrete shall be constructed a minimum of 6 inches thick, unless otherwise noted.

Contractor qualification
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The Contractor shall employ no less than one National Ready Mixed Concrete Association (NRMCA) certified pervious concrete craftsman or equivalent who must be onsite overseeing each placement crew during all concrete placement, or the Contractor shall empl oy no less than five NRMCA certified Pervious Concrete Technicians, or equivalents, who shall be on site working as members of each placement crew during all concrete placement unless otherwise specified.

The Contractor shall test and inspect concrete materials and operations as Work progresses.

Failure to detect defective Work or material early will not prevent rejection if a defect is discovered later, nor shall it constitute final acceptance.

Testing agencies
Agencies that perform testing services on concrete materials shall meet the requirements of ASTM C 1077. Agencies inspecting the Work shall meet the requirements of ASTM E 329. Testing agencies performing the testing shall be accepted by City Engineer before performing any Work.

1. Field tests of concrete required shall be performed by an individual certified as an NRMCA Certified Pervious Concrete Technician or equivalent and an ACI Concrete Field Testing Technician – Grade 1 or equivalent.

Testing

1. Conduct a minimum of one density test during each day’s placement in accordance with ASTM C 172 and C 138/C 138M following the consolidation procedures described in ASTM C 29/C 29M, Jigging Procedure. Determine density using a minimum 0.25 ft3 (0.007 m3) c ylindrical metal measure. Fill and compact the measure in accordance with ASTM C 29/C 29M, Jigging Procedure.
a. Fresh density shall be within ±5 lb/ft3 (80 kg/m3) of the specified density.

2. Remove three cores from each lot of 5000 ft2, in accordance with ASTM C 42/C 42M not less than 7 days after placement of the pervious concrete. Select three locations in accordance with ASTM D 3665. Measure the cores for thickness (ASTM 42/C 42M) and density (ASTM C 140).

After thickness determination, trim and measure the cores for density in the saturated condition, Saturation, of ASTM C 140. Immerse the trimmed cores in water for 24 hours, drain for 1 minute, and remove surface water with a damp cloth, then weigh immediately.

Tolerance for thickness and density reported as the average of three cores of each lot shall be as follows:

a. The average compacted thickness shall not be 1/4 in. (6 mm) less than the specified thickness, with no single core exceeding 1/2 in. (13 mm) less than the specified thickness; nor the average compacted thickness more than 1-1/2 in. (38 mm) more than the specified thickness.
b. Hardened density shall be within ±5 lb/ft3 (80 kg/m3) of the specified density.

When a lot is outside one or more of the limits, the lot shall be rejected, removed, and replaced at the Contractor’s expense.

Core holes shall be filled with concrete.

Referenced standards

Standards of ACI and ASTM referred to in this specification are listed with serial designation including year of adoption or revision, and are part of this specification.

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ACI standards (latest editions available)

ASTM standards (latest editions available)

C 29/C 29M Test Method for Bulk Density (Unit Weight) and Voids in Aggregate

C 33 Specification for Concrete Aggregates

C 42/C 42M Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete

C 94/C 94M Specification for Ready-Mixed Concrete

C 138/C138M Test Method for Density (Unit Weight), Yield and Air Content (Gravimetric) of Concrete

C 140 Test Method for Sampling and Testing Concrete Masonry Units and Related Units

C 172 Practice for Sampling Freshly Mixed Concrete

C 174/C174M Test Method for Measuring Thickness of Concrete Elements Using Drilled Concrete Cores

C 494/C 494/M Specification for Chemical Admixtures for Concrete

C 1077 Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation

C 994 Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type)

D 1751 Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)

D 1752 Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction

D 3385 Test Method for Infiltration Rate of Soils in Field Using Double-Ring Infiltrometer

D 3665 Practice for Random Sampling of Construction Materials

E 329 Specification for Agencies Engaged in Construction Inspection and/or Testing

303-8.5 Placement.

Add the following:

Products
Pervious Concrete: Comply with ASTM C 94/C 94M
Filter Fabric shall be MIRAFI 140N or approved equivalent.

Batching, Mixing and Delivery
Batch and mix in compliance with ASTM C 94/C 94M except that discharge shall be completed Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 560
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within 60 minutes of the introduction of mixture water to the cement. Increase time to 90 minutes when using an extended set control admixture meeting the requirements of ASTM C 494/C, 494M, Type B. Water addition, in accordance with ASTM C 94/C 94M, is pe rmitted at the point of discharge. Do not exceed the maximum water -cementitious material ration (w/cm) specified or submitted.

303-8.6 Joints.

Add the following:

Refer to Greenbook unless otherwise noted in the Manhattan Beach Standard Plan MBSI-123A.

303-8.7 Curing.

Replace the first two sentences with the following:

Begin curing within 20 minutes of concrete discharge unless longer working time is accepted by the City Engineer. Completely cover the pavement surface with a minimum 6 mil (0.15 mm) thick polyethylene sheet. Cut sheeting to a minimum of a full placement width. Cover all exposed edges of pavement with polyethylene sheet. Secure curing cover material without using dirt. Cure pavement for a minimum of 7 uninterrupted days, unless otherwise specified.

Add the following:

Opening to traffic
Do not open the pavement to bicycle or pedestrian traffic until the concrete has cured for at least 7 uninterrupted days and until the pavement is accepted by the Engineer for opening to traffic.

303-8.9 Measurement.

Replace with the section with the following:

Pervious concrete shall be measured by the linear foot as shown on the plans. Material which is delivered to the project site and not used or is rejected and specifically, material which is delivered to the site in excess of that actually needed, will not be paid for by the City.

303-8.10 Payment.

Replace with the section with the following:

Payment for construction of 2’ wide pervious concrete gutter shall be made at the contract bid unit price as shown in the bid schedule and shall include all related traffic control, debris removal, grading, edge form work, landscaping, irrigation and other related appurtenances per the standard plan and shall include the pervious concrete material and pl acement, crushed aggregate base material and compaction, filter fabric and shall be considered full compensation for furnishing all labor, materials, tools, equipment and incidentals to accomplish the work as specified in these project plans and provisions and no additional compensation shall be allowed.

SECTION 306 - OPEN TRENCH CONDUIT CONSTRUCTION

306-3.1 GENERAL

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Pursuant to Public Contract Code Section 7104, if the project involves trenching more than four (4) feet deep, Contractor shall promptly and before the following conditions are disturbed notify the City in writing of any:

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

b. Subsurface or latent physical conditions at the site differing from those indicated; and/or

c. 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.

d. As required by Labor Code Section 6705 and in addition thereto, whenever work under the Contract that involves an estimated expenditure in excess of twenty-five thousand dollars ($25,000) for the excavation of any trench or trenches five (5) feet or more in depth, Contractor shall submit for acceptance by City in advance of excavation, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If such plan varies from the shoring system standards established by the Construction Safety Orders of the Division of Industrial Safety, the plan shall be prepared by a registered civil or structural engineer employed by Contractor, and all costs therefor shall be included in the price of the Contract. Nothing in this provision shall be deemed to allow the use of a shoring, sloping, or other protective system less effective than that required by the Construction Safety Orders. Nothing in this provision shall be construed to impose tort liability on the City or on any City officer, agent, consultant, representative, or employee. All plans, processing and shoring costs are Contractor’s responsibility and must be included in Contractor’s bid.

SECTION 314 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT

MARKERS
314-1 GENERAL

Replace the first paragraph with the following:

The work shall consist of the removal and application of the traffic striping (striping), curb and pavement markings (markings), and pavement markers at all locations disturbed by Work.

Thermoplastic striping, markings, and markers shall be used and may be applied a minimum of seven (7) days after the concrete paving operations. Curb painting shall be applied a minimum of seven (7) days after the concrete operations. If any existing legen ds, limit lines, crosswalks, arrows, or lane line extensions are parti ally removed, marked, or otherwise damaged, the Contractor shall remove and restripe the entire legend, limit line, crosswalk, arrow, or lane line extension to its original, or better, condition.

314-4.2 Control of Alignment and Layout
314-4.2.1 General

Add the following:

The Engineer shall approve the Contractor’s alignment and layout for pavement markings prior to application. The Contractor shall allow at least two (2) full working days for inspection by the Engineer prior to application. If the Engineer requires any corrections to alignment / layout, the Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 562
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Contractor shall make such corrections and allow for another two (2) full working days for re - inspection. Any traffic stripes or pavement markings applied without approval of the Engineer shall be removed and replaced at the Contractor’s expense.

All temporary tape and reflective markers applied for the purpose of interim delineation shall be removed by the Contractor at no additional cost to the City upon completion of the first coat of striping and prior to the final striping.

314-4.4 Thermoplastic Traffic Striping and Pavement Markings 314-4.4.4 Application

Add the following:

Where the Contractor and City have agreed thermoplastic is determined not to be preferable, all new striping shall have two (2) coats of paint and glass beads per the Greenbook. The first coat of paint shall be done immediately upon approval of striping layout by the Engineer , no earlier than 7 calendar days after paving, but no later than 14 days after paving . The second coat shall be applied seven (7) days after the first coat is applied , unless approved by the Engineer . The paint shall not bleed, curl or discolor when applied to surfaces. If ble eding or discoloring occurs, the unsatisfactory areas shall be given an additional 3rd coat of paint. Payment shall be initiated for the individual bid items when the second coat of paint is applied. No additional payment shall be made if a 3rd coat of paint is required due to bleeding or discoloring.

Except as otherwise noted on the Plans or as directed by the Engineer, all angle points, as shown on the striping Plans shall be painted as a smooth, tangent curve with a radius and length as approved in the field.

Existing or newly applied thermoplastic striping, parking, and pavement markings which are damaged as a result of the construction, including wheel markings by traffic and the construction equipment, shall be replaced, and any associated removals shall be performed as outlined in these Special Provisions at the sole expense of the Contractor and no separate compensat ion will be allowed therefor.

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PART 4 - EXISTING IMPROVEMENT

The corresponding provisions in Part 4 (Existing Improvement) of the Standard Specifications are incorporated, except as otherwise indicated herein. In the event of any conflict between the Standard Specifications and these Special Provisions, these Special Provisions shall control.

SECTION 400 - PROTECTION AND RESTORATION
400-1 GENERAL

Replace the subsection with the following:

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. If damage to existing improvements occurs, the engineer must be notified immediately, and damages must be repaired at the Contractor’s expense within 24 hours from the time the damage occurred, unless otherwise approved by the engineer.

The Contractor shall repair or replace all existing improvements which are not desi gnated for removal (e.g., sidewalks, driveways, fences, walls, utility installations, conduits, pavement, structures, hardscape, signs, markings, striping, posts, traffic loops, curbs, gutters, sidewalk, ADA detectable warning devices, asphalt, delineators, landscape, plant s, irrigation infrastructure, fences, walls, structures, manholes, frames, valve covers, sleeves, survey markers, benchmarks, survey control monuments, et c.) which are damaged or removed as a result of its operations .

Repairs and replacements shall be at least equal to existing improvements and shall match them in finish and dimension at the contractor’s expense and to the satisfaction of the engineer.

Contractor to complete and submit the Monument Inventory List prior to construction.

Maintenance of street and traffic signal systems that are damaged, temporarily removed, or relocated shall conform to 701-2.

400-3 PAYMENT

Replace the entire subsection with the following:

All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing, or reestablishing existing improvements shall be included in the Bid.

No separate or additional payment will be made for
1) Protection of existing improvements, and
2) Restoration of existing improvements.

Permanent survey markers will be restored by the Contractor at their own expense. It shall be the Contractor’s responsibility to place protective covering over existing improvements which are not designated for removal to otherwise avoid disturbing existing improvements and remove any covering after operations have been completed.

SECTION 402 - UTILITIES

402-1 LOCATION

Replace the first paragraph with:

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The location and existence of any underground Utility or substructure has not been obtained. The methods used and costs involved to locate existing elements, points of connection and all construction methods are the Contractor’s sole responsibility. Accuracy of information furnished, as to existing conditions, is not guaranteed by the City. The Contractor, at its sole expense, must make all investigations necessary to determine locations of existing elements, which may include contacting Underground Service Alert and other private underground locating firm(s), utilizing specialized locating equipment, hand trenching, or both. For every Dig Alert Identification Number issued by Underground Service Alert during the course of the Project, the Contractor must submit to the City the following form. The Contractor shall be responsible for preserving the integrity of the existing underground utilities at the site.

Add the following:

Existing utilities may include, but are not limited: electric utilities, gas utilities, telephone utilities, television utilities, water utilities, street lighting facilities, traffic signal facilities, sanitary sewers, storm drains, and irrigation systems. The Contractor shall assume that any of these underground utilities and/or facilities may be encountered during the removal and reconstruction work and shall protect and restore same in place in accordance with the Standard Specifications and the followi ng requirements and provisions:

The Contractor shall pothole utilities in any areas of excavation, including but not limited to, street widening, utility pole installation or relocation, light pole installation or relocation, pipe installation, catch basin installation, pavement reconstr uction, and traffic signal equipment foundation installation. The Contractor shall submit pothole locations to the City five (5) working days ahead of USA notification for review and comment. The Contractor retains sole responsibility for utilities.

The Contractor shall pot hole a minimum of two (2) working days ahead of the construction or installation for the area in which the work is to be performed. The "potholes" shall be to a depth sufficient to satisfy the Contractor that the proposed construction work will not damage any underground utilities and/or facilities. The Contractor shall be solely responsible for the cost of repair for any such damage to the underground utilities and/or facilities and shall, except for irrigation systems, make or cause to be made all repairs necessary to restore service the same day.

Full compensation for compliance with the preceding requirements shall be considered as being included in the various Contract items in the bid schedule and no additional compensation will be allowed therefor.

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UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER FORM

No excavation will be permitted until this form is completed and returned to the City.

Government Code Section 4216 et seq. requires a Dig Alert Identification Number to be issued before a permit to excavate will be valid.

To obtain a Dig Alert Identification Number, call Underground Service Alert at 811 a minimum of three (3) Working Days before scheduled excavation. For best response, provide as much notice as possible up to ten (10) Working Days.

Dig Alert Identification Number:

Dated:
(“CONTRACTOR”)

By:

Printed Name:

Title:

By:

Printed Name:

Title:

Note: This form is required for every Dig Alert Identification Number issued by Underground Service during the course of the Work. Additional forms may be obtained from the City upon request.

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402-1.3 Entry by Utility Owners

Add the following:

The right is reserved to the owners of public Utilities or franchises to enter the Project site for the purpose of making repairs or changes in their property that may be necessary as a result of the Work as well as any other reason authorized by the City. When the Contract Documents provide for the Utility owners to alter, relocate or reconstruct a Utility, or when the Contract Documents are silent in this regard and it is determined by the City Engineer that the Utility owners must alter, relocate or reconstruct a Utility, the Contractor shall schedule and allow adequate time for those alterations, relocations or reconstructions by the respective Utility owners. City employees and agents shall likewise have the right to enter upon the Project site at any time and for any reason or no reason at all.

402-2 PROTECTION

Add the following to paragraph five:

If Contractor damages or breaks the Utilities, it will be the Contractor’s responsibility to repair the Utility at no cost to the Utility or the City.

402-3 REMOVAL

Add the following:

Facilities encountered during the prosecution of the Work that are determined to be abandoned shall be removed by the Contractor as required for the Work, unless directed otherwise by the City Engineer. The remaining portion of the existing Utility which is left in place shall be accurately recorded, in elevation and plan, on the control set of Contract Drawings.

402-4 RELOCATION

Add the following to paragraph three:

The Contractor shall cooperate fully with all Utility forces of the City or forces of other public or private agencies engaged in the relocation, altering, or otherwise rearranging of any facilities that interfere with the progress of the Work. The Contractor shall schedule the Work so as to minimize interference with the relocation, altering, or other rearranging of facilities.

402-6 COOPERATION

Add the following:

The Contractor’s attention is directed to the fact that Work may be conducted at or adjacent to the site by other contractors during the performance of the Work under this Contract. The Contractor shall conduct its operations so as to cause a minimum of interference with the work of such other contractors, and shall cooperate fully with such contractors to provide continued safe access to their respective portions of the site, as required to perform work under their respective contracts.

Compensation for compliance shall be included in the various items of the Work, and no additional compensation shall be allowed therefor.

402-7 NOTIFICATION

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Add the following:

The Contractor shall notify the City Engineer and the owners of all Utilities and substructures not less than forty-eight (48) hours before starting construction.

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PART 5 - PIPELINE SYSTEM REHABILITATION (NOT USED)

PART 6 - TEMPORARY TRAFFIC CONTROL

The corresponding provisions in Part 6 (Temporary Traffic Control) of the Standard Specifications are incorporated, except as otherwise indicated herein. In the event of any conflict between the Standard Specifications and these Special Provisions, these Special Provisions shall control.

SECTION 600 - ACCESS
600-1 GENERAL

Add the following:

Printed notification shall be given not less than seventy-two (72) hours prior to performing any work which will close or partially close the street, or which will restrict or disallow street parking. All schools, churches, hospitals, and businesses shall receive seven (7) working days notification prior to performing any work that will restrict property a ccess. All public notices must be reviewed and approved by the Engineer prior to its distribution.

The Contractor shall coordinate with waste disposal collection and street sweeping. Trash pick-up services shall not be interrupted. Evidence of such notification shall be submitted to the City at least two working days prior to construction and any impacts.

Both vehicular and pedestrian access shall be maintained at all times to all other property except as otherwise specifically authorized in writing by the Engineer.

When entering or leaving roadways carrying public traffic, the Contractor’s equipment, whether empty or loaded, shall yield to the public traffic at all times, except where the traffic is being controlled by police officers, fire officers, properly trained and experienced flaggers, or at traffic signalized intersections. Contractor shall work closely with all affected businesses to ensure impacts are minimized during work.

600-2 VEHICULAR ACCESS.

Add the following:

All streets shall remain open to through traffic at all times except when street closure is approved by the Engineer. Per subsection 7 -10.1, “Safety”, of these special provisions, overnight and long terms street closures can only be approved by City Council, which will require a minimum 4 week lead time. The Contractor shall make provisions to allow local traffic access to the closed streets.

600-3 PEDESTRIAN ACCESS.

Replace the second paragraph with the following:

Pedestrian zones and public transportation stops, as well as pedestrian crossings of the Work site at intervals not exceeding 500 feet shall be maintained unless otherwise approved by the Engineer.

In addition, no two adjoining streets shall be closed at the same time, except as other wise approved by the Engineer. When sidewalks are closed, “SIDEWALK CLOSED” signs shall be used at each approach to the closure and an approved alternate route provided. Pedestrians shall not be directed into direct conflict w ith vehicles operating within the Work site or other traffic. Where Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 569
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it is necessary to divert pedestrians into the parking lane or a street, barricades or temporary traffic barriers shall be provided to separate the pedestrian walkway from the adjacent traffic lane.

SECTION 601 - TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION

AND MAINTENANCE WORK ZONES

601-1 GENERAL

Add the following:

Street closures, detours, lane closures, signs, lights and other traffic control devices shall conform to these Special Provisions; the California Manual on Uniform Traffic Control Devices (California MUTCD – latest edition at the time of bid); the "Work Area Traffic Control Handbook" (WATCH – latest edition at the time of bid); and Section 7 -10 and Part 6 of the Standard Specifications. The California MUTCD is available at the following address:

http://www.dot.ca.gov/hq/traffops/engineering/mutcd/

In the event of conflict regarding temporary traffic control , the order of precedence shall be as follows:

1. Special Instructions

2. Special Provisions

2. Temporary Traffic Control Plans (to be prepared by the Contractor)

3. California Manual on Uniform Traffic Control Devices

4. Work Area Traffic Control Handbook

5. Standard Specifications

Nothing in the Standard and Special Technical Provisions shall be construed as relieving the Contractor from his or her responsibility to provide for the safety and convenience of traffic and the public during construction.

601-2 TEMPORARY TRAFFIC CONTROL PLAN.

601-2.2 Payment.

Replace the subsection with the following:

Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for vehicular and pedestrian traffic controls, traffic control plans for City approval, placement, removal, storage, relocation, revisions, incidentals, maintenance of vehicular and pedestrian access, detours, street closures, disposal, and replacement of components of traffic control including channelizers (surface mounted), temporary railing (Type K) markers, delineators, temporary striping and pavement marking, barricades, portable flashing beacons, flashing arrow signs, signs in accordance with the latest Standard Specifications for Public Works Construction “Greenbook” Part 6 Temporary Traffic Control, latest California Manual on Uniform Traffic Control Devices “MUTCD”, latest Work Area Traffic Control Handbook “WATCH”, and as directed by the Engineer, and no additional compensation will be allowed therefor. Nothing in the Special Provisions shall be construed as relieving the Contractor from his or her responsibility to provide for the safety and convenience of traffic and the public during construction.

601-3 TEMPORARY TRAFFIC CONTROL (TTC) ZONE DEVICES.
601-3.4 Operation and Maintenance.

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601-3.4.1 General.

Replace the subsection with the following:

The Contractor shall be responsible for operation and maintenance of the TTC zone devices and services twenty-four (24) hours per day, seven (7) days per week, which includes holidays, from the date of Notice to Proceed to the completion and acceptance of the work.

601-3 TEMPORARY TRAFFIC CONTROL (TTC) ZONE DEVICES.
601-3.5 Signs and Signage.
601-3.5.1 General.

Replace the third paragraph with the following:

Temporary “No Parking ” and “No Stopping ” signs shall be installed at least 72 hours before enforcement. Temporary “No Parking” and “No Stopping” signs shall be installed at one-hundred- foot (100') maximum spacing along each side of the affected streets prior to the commencement of the street improvement work and shall be removed along with, equipment, and other obstructions immediately upon completion , suspension, or rescheduling of work that will prohibit parking. The Contractor shall not p ost signs on tre es and uti lity poles. Where there is metered parking, “NO PARKING-TOW AWAY” signs must be placed on each meter post. The Contractor shall document the day, date, and hours, with the municipal code showing that parking will be prohibited on that particular street. The signs shall meet the requirements of City of Manhattan Beach Standard Plan MBSI -182A. The printed notices and the "NO PARKING" signs shall be furnished and discarded by the Contractor.

Add the following:

Properly trained and experienced flaggers shall be provided to direct traffic when the traffic is to be interrupted, when two-way traffic is to be reduced to one-way traffic, and at other such times as is necessary to safely pass traffic through or around the work area and when so directed by the Engineer.

601-3.6 Channelizing Devices.
601-3.6.1 General.

Replace the subsection with the following:

Channelizing devices shall include cones, tubular markers (delineators), channelizers, drums, barricades, and temporary barriers. Channelizing devices shall be surface mounted type furnished, placed, and maintained at the locations shown on the TCP or as approved by the Engineer.

When no longer required for the work as determined by the Engineer, channelizers (except channelizers to be left in place), and underlying adhesive used to cement the channelizer bases to the pavement, shall be removed. Removed channelizers and adhesive shall become the property of the Contractor and shall be removed from the site of work.

601-3.6.4 Barricades.

Add the following:

All barricades shall be equipped with flashing warning lights, and all traffic cones shall be no less Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 571
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than 28 in. in height, except that shorter cones, 12 in . minimum height, may be permitted during striping maintenance operations where the only function of the cone is to protect the wet paint from the traffic.

The entire area of orange and white stripes for barricades shall be Type I, engineering grade, or Type II, super engineering grade, retro-reflective sheeting conforming to the requirements of ASTM Designation: D 4956-95.

Type III barricades, no less than 6 ft . in length and equipped with two (2) Type “N” markers each and two (2) portable flashing beacons each, shall be used to close streets, except as otherwise specifically approved by the Engineer for minor maintenance work of no more than one (1) working day’s duration, on weekdays, or on holidays only, and limited to the hours between 8:30 a.m. and 3:30 p.m. The barricades shall be placed across the full roadway at each point of closure with the distance between barricad es, or between barricades and curbs, not exceeding 3 ft . except that one (1) 11 ft. wide gap between barricades shall be provided at the center of the street. Barricades to the right of the street’s center, facing the inbound vehicular traffic, shall also be equipped with one (1) R11-2, “Road Closed” sign, one (1) R11-4, “Road Closed to Thru Traffic,” sign, and a Type P warning sign.

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PART 7 - STREET LIGHTING AND TRAFFIC SIGNAL SYSTEM (NOT USED)

PART 8 - LANDSCAPE AND IRRIGATION

Incorporated by reference.

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PART 9 - SPECIAL INSTRUCTIONS

SECTION 1. SCHEDULE / COORDINATION OF WORK

Contractor should be prepared for the Notice to Proceed to Fulfill Preconstruction Requirements and Order Materials to be issued the week of March 31st , 2025 and for contract work (including demobilization) to be substantially complete for parking lot use by May 30 th, 2025. Liquidated damages will be assessed on a calendar day basis until the project is completed.

Refer to Appendix VIII for Project Haul Route.

Full compensation for compliance with these requirements shall be considered as included in the appropriate bid items.

SECTION 2. MOBILIZATION AND SPECIAL PROJECT SITE MAINTENANCE

2-1 MOBILIZATION

Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for preparatory work and operations necessary for the movement of personnel, equipment, supplies, notices, and incidentals to the project site; for the establishment of all offices, buildings, construction yards, sanitary facilities, and any other facilities necessary for work on the project; and for all other work and operations which must be performed or costs incurred prior to beginning work on the v arious contract items on the project site, as well as the related demobilization costs anticipated at the completion of the project. Refer to the Standard Specifications for Public Works Construction “Greenbook” for information regarding staging and storage. The cost of all bonds and insurance policies, including premiums and incidentals, shall be included in Mobilization . No additional compensation will be allowed for additional mobilizations required, including but not limited to, extra work, or delays discovered during construction operations.

2-2 SPECIAL PROJECT SITE MAINTENANCE

To maintain good public relations, the City may deem it necessary to require special Project site maintenance, public convenience, safety actions, and work to be performed by the Contractor.

These actions and work shall only be as as directed by the Engineer in writing, and payment for compliance therewith shall be on a cost plus basis for extra work per Section 7 -4 of the Standard Specifications for Public Works Construction and applied against the not -to-exceed bid item for “Special Project Site Maintenance and Public Convenience and Safety.”

2-3 SURVEYING & MONUMENT PRESERVATION

The City may deem it necessary to require preservation and/or installation of monument frames, covers, and sleeves per Manhattan Beach Standard Plan MBSI-170A-0 (ST -4) Monument in Roadway, Standard Specifications for Public Works Construction “Greenbook”, Special Provisions Section 400 Protection and Restoration, and the Monument Inventory List. These actions and work shall only be as as directed by the Engineer in writing, and payment for compliance therewith shall be on a cost plus basis for extra work per Section 7 -4 of the Standard Specifications for Public Works Construction and applied against the not -to-exceed bid item for “Surveying & Monument Preservation”.

SECTION 4. STAKEHOLDERS
Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 574
9-2

Contractor shall work in close coordination with all impacted agencies, businesses, and residents to ensure impacts are minimized during work.

The Contractor shall also notify the following City Departments and agencies at least 24 hours prior to the start of work at any location, and 24 hours prior to the partial closing of a street or alley within the City of Manhattan Beach.

MANHATTAN BEACH PUBLIC WORKS DEPARTMENT
Public Works Inspector (310) 802-5361 & (310) 802-5341

MANHATTAN BEACH POLICE DEPARTMENT
Notify Dispatcher’s Office (310) 545-4566

MANHATTAN BEACH FIRE DEPARTMENT
Notify Dispatcher's Office (310) 802-5203

WASTE MANAGEMENT
Notify Route Manager (310) 830-7100

STREET SWEEPING - SCA of CA
Notify Route Manager (310) 538-6903

Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 575
10-1

PART 10 - STANDARD AND SPECIAL TECHNICAL PROVISIONS (NOT USED) Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 576

APPENDIX I

PROGRESS PAYMENT REQUEST FORM

TO: CITY OF MANHATTAN BEACH
Engineering Division, 1400 Highland Avenue, Manhattan Beach, CA 90266 PROJECT TITLE _____________________________________________________________________________________________ PROJECT NO. ________________________________________________________________________ FROM: CONTRACTOR _ _ _ Date ________________________
Address ____________________________________________________________________________________________________ Telephone _
Submitted by _
Progress Estimate # _
Contract Award Amount $ _

No. Description Contract
Quantity
Previous
Quantity
Quantity This
Estimate
Unit
Price
Amount
This
Estimate
Total Quantity
to Date
Total Amount
to Date

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. Total
Less Retention
Less Previous Billing(s)
Total Amount Due

City Approval: _ _ Date: _

NOTE: An updated Project Schedule must be provided with each monthly progress payment in accordance with Section 6-1 of the General Provisions in addition to a Conditional Waiver and Release form per Section 9 -3.2.1

Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 577

APPENDIX II
CONTRACTOR’S DAILY REPORT TO THE CITY
(Only the Contractor’s Foreman and Superintendent is authorized to complete this form.)

Project Name: _ _ Project Location:

Date: Report No.: _ Start Time: _ End Time:

Contractor’s Company Name: _ _

Contractor’s Foreman/Superintendent: _ _
Name Signature
Work Accomplished

Equipment on Site Hours

Workers on Site Classification Hours Company

Note: It is the responsibility of the Contractor to provide this completed form to the City every working day by 5:30 PM, without fail. Failure to do so may result in the corresponding monthly progress payment to be delayed.

Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 578

APPENDIX III

MONUMENT INVENTORY LIST

Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 579
12100-0001\2654178v1.doc
City of MB Form

APPENDIX IV

APPLICABLE CITY STANDARD PLANS

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Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 583
Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 584
Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 585
For individual use only by [email protected] as per copyright law. Order ID: 0112328092 Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 586
Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 587
6" 2-INCH "S" TO BE CHISLED IN TOP OFCURB TO MARK CLEANOUT.CURB PER STANDARD PLANMBSI-120A (ST-3)PL MISSION BAND COUPLING PLUGOR APPROVED EQUAL.BOX AND COVER REQUIREDIF CURB EXISTS.

ESTABLISHED GRADE
6" V.C.P.1/8BENDREDUCER REQUIRED IFNEW LATERAL SIZE ISDIFFERENT FROMEXISTING "Y".

TO BE INSTALLED UNDER SUPERVISION OFPUBLIC WORKS DEPARTMENT

PRIVATE PROPERTY

SEWER MAINWYE
ALL JOINTS TO BE WEDGELOCK ORAPPROVED EQUAL.

STANDARD SEWER LATERALPAVEMENT OVER TRENCH SHALL BE REPLACEDPER STANDARD PLAN MBSI-132A (ST-10)PATCHEXISTINGPAVEMENT JET BACKFILL IN 2 FT.MAXIMUM LAYERSHAND TAMP TO TOPOF MAINBACKFILL AND RESURFACING DETAILNOTES1.CLEANOUT AND LATERAL CONNECTION TO SEWER MAIN SHALL BE INSTALLED UNDER SUPERVISION OF PUBLIC WORKS DEPARTMENT.2.WHERE NO SIDEWALK OR PAVED ALLEY EXISTS, CLEANOUT ELEVATION SHALL BE SET BY THE ENGINEER.3.PLUG MUST BE SET LOOSE IN MISSION BAND COUPLING.4.SADDLE CONNECTION IS NOT ALLOWED, USE A NEW WYE INSTEAD.

BOX AND COVER TO BE BROOKS#36R OR APPROVED EQUAL.SPECIAL CLEANOUT DETAIL

BOX AND COVER MUST BE TRAFFIC RATEDIF LOCATED IN DRIVEWAY CITY OF MANHATTAN BEACHDEPARTMENT OF PUBLIC WORKSSTANDARD SEWER LATERAL CONNECTION AND CLEANOUTMBSS-200A-0(ST-5)APPROVED BYKATHERINE DOHERTY, CITY ENGINEERDATESTANDARD PLAN NUMBERSHEET 1 OF 1 6" V.C.P.

DATE REVISED
12-13-2023

TO BE INSTALLED UNDER SUPERVISIONOF BUILDING DEPARTMENT

PUBLICRIGHT OF WAY
12/13/2023
Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 588
Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 589
Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 590
Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 591

COUNTYROUTEPOST MILES

TOTAL PROJECT

SHEETTOTAL
SHEETS

PLANSAPPROVALDATE
No.

Exp.

REG ISTERED

P
R
O
F
E
S
S
I
O
N
A
L

ENGINEER
STAT
E
O
F

C
A
L
IF
O
R
N
IA

REGISTERED CIVIL ENGINEER
CIVIL
DistNo.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR
COPIES OF THIS PLAN SHEET.

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

THE ACCURACY OR COMPLETENESS OF SCANNED

RAISED TRUNCATED DOME

CURB RAMP DETAILS

RAISED TRUNCATED DOME PATTERN (IN-LINE)

DETECTABLE WARNING SURFACE
Min
4'-2"

EDGE OF SIDEWALK

IF NECESSARY AT

RETAINING CURB
CASE B

SIDEWALK

EDGE OF
FRONT
B
B

CROSSWALK IF PROVIDED

CROSSWALK IF PROVIDED
A
A
Max
T
y
p
1 :1
T
y
p 1
:1
Min
4'-2"
CASE D

SIDEWALK

EDGE OF
FRONT
AREA

PLANTINGSIDEWALK

EDGE OF
FRONT
Min
4'-2"

Min
4'-2"
CASE E
A
A
Typ
6"
A Max
CASE A
Min
4'-2"
Typ
6"

Min
5'-0"
A

SIDEWALK

LANDING
L
A N D
IN
G
F
L
A
R
E
RAMP
F
L
A
R
E

SIDEWALK

DETAIL A

Max

1.5%

7.5%
Max

7.5%

7.5%
Max

7.5%

1.5% Max
Max

1.5%
Max

1.5%

1.5% Max
Max

1.5%

Max

1.5%

Max

1.5%
T 1.5% Max

SECTION C-C

1.5% Max 7.5% Max
T
4'-2" Min

SECTION B-B
Depress entire sidewalk as required

ROUNDED

IF NECESSARY

RETAINING CURB
T 1.5% Max

7.5% Max
4'-2" Min

SECTION A-A

ROUNDED

TOP OF RAMP
C
C
Max Max

OF SIDEWALK

FRONT EDGE

CASE C

OF SIDEWALK

NECESSARY AT EDGE

RETAINING CURB IF

Min
5'-0"

SIDEWALK

7.5% 7.5%

1.5% Max

1.5% Max
Max

1.5%
Max

1.5%

CORNER INSTALLATION

TYPICAL TWO-RAMP

FLARE

CROSSWALK IF PROVIDED

CROSSWALK IF PROVIDED
Min 4'-2"
RAMP
LAND
ING

SIDEWALK
PROVIDE 2'-0" Min OF CURB

WHERE A FLARED SIDE OCCURS
Min OF CURB
PROVIDE 2'-0"

SIDE OCCURS

WHERE A FLARED

CORNER INSTALLATION

TYPICAL ONE-RAMP

DETAIL B
FLARE
R
A
M
PFLARE
Gutter not shown

AT CURB

9.0% Max

AT CURB

9.0% Max

AT CURB

9.0% Max

AT CURB

9.0% Max

AT CURB

9.0% Max

AT CURB

9.0% Max

AT CURB

9.0% Max
Typ
6"

SIDEWALK

EDGE OF
FRONT
SEE NOTE 8
SEE NOTE 8

TOP OF RAMP

AT CURB

9.0% Max

1.5% Max
Min
4'-2"

1.5% Max

FLOWLINE
GUTTER
NOTE 8
SEE

FLOWLINE
GUTTER

IF NECESSARY

RETAINING CURB

FLOWLINE
GUTTER

See Notes 1 and 3

See Note 1

SPACING

CENTER TO CENTER

2.3" Min AND 2.4" Max

0.2"
12-31-19

SIDEWALK
SEE NOTE 10
SEE NOTE 10
SEE NOTE 10
See Note 10
NOTE 10
SEE

OF SIDEWALK

FRONT EDGE
AREA

PLANTING
Min
4'-2"
AREA

PLANTING
CURB

RETAINING

SIDEWALK

EDGE OF
FRONT
CASE F
CASE G
RAMP)

SIDES OF

CURB (BOTH

RETAINING
AA
Typ
6"
Typ
6"

SIDEWALKSIDEWALK
Max

7.5%
Max

1.5%
Max

1.5%

Max

1.5%
4'-2" Min 4'-2" Min
See Note 4

AT CURB

9.0% Max
Max

1.5%
Min
4'-2"
SEE NOTE 10 SEE NOTE 10
BASE Dia

0.9" Min AND 0.92" Max
TOP Dia

0.45" Min AND 0.47" Max

GUTTER PAN TRANSITION

APPLIES TO ALL CASES

TYPICAL GUTTER PAN
CURB

PAVEMENT
NOTE 9
SEE
NOTE 8
SEE

DETECTABLE

FRONT OF

GUTTER IN

WARNING
NOTE 9
SEE

TRANSITION TRANSITION
NOTES:

3. 10.

11. 12.

13. 1.

2. 4.

5. 6.

7. 8.

9. RETAINING CURB
6" Min HIGH RETAINING CURB
6" Min HIGH
SEE NOTE 10

RAMP SLOPE

CURB TO MATCH
3'-0" Typ 3'-0" Typ

1.5% Max

1.5% Max
4'-2" Min

1.5% Max1.5% Max
AA

1.5% Max

SIDES OF RAMP)

CURB (BOTH

RETAINING

1.5% Max
covers while maintaining detectable warning width and depth.

Detectable warning surface may have to be cut to allow removal of utility

owner prior to, or in conjunction with, curb ramp construction. boundaries of the curb ramp will be relocated or adjusted to grade by the Utility pull boxes, manholes, vaults and all other utility facilities within the

Sidewalk and ramp thickness, "T", shall be 3" minimum.

Specifications.
warning surfaces shall conform to the requirements in the Standard a maximum gap of 1 inch is allowed on each side of the ramp. Detectable Detectable warning surfaces shall extend the full width of the ramp except warning surface that extends the full width and 3'-0" depth of the ramp. unless modified in the Project Plans. Curb ramps shall have a detectable The detectable warning surface will be a rectangle as shown at back of curb,

typical gutter pan slope per Standard Plan A87A.

Transition gutter pan slope from 1" of depth for each 2'-0" of width to match Gutter pan slope shall not exceed 1" of depth for each 2'-0" of width. and within 24 inches of the curb ramp shall not be steeper than 1V:20H (5.0%).

Counter slopes of adjoining gutters and road surfaces immediately adjacent to

streets shall be at the same level.

The adjacent surfaces at transitions at curb ramps to walks, gutters, and

in Case C and Case F.
conform with longitudinal sidewalk slope adjacent to top of the ramp, except Side slope of ramp flares vary uniformly from a maximum of 9.0% at curb to

in the Project Plans.

The ramp portion of the curb ramp is a typical rectangle, unless modified

Case G ramp shall be constructed in reversed position.

As site conditions dictate, the retaining curb side and the flared side of the

be similar to that shown for Detail B.

When ramp is located in center of curb return, crosswalk configuration must

longitudinally as in Case B or C or may be widened as in Case D. and 4'-2" platform (landing) as shown in Case A, the sidewalk may be depressed If distance from curb to back of sidewalk is too short to accommodate ramp

conform to existing sidewalk, see Project Plans.
conditions dictate. For specific site condition configuration, including the through Case G curb ramps also may be used at mid block locations, as site The case of curb ramps used in Detail A do not have to be the same. Case A for corner installations similar to those shown in Detail A and Detail B.

As site conditions dictate, Case A through Case G curb ramps may be used 2018 STA N D ARD PLA N A88A

NO SCALE
1-29-18
A88A
Lynn Mowry
Rebecca
C54415
150
May 31, 2018
Return to Table of Contents
Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 592

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

CURB RAMP AND

ISLAND PASSAGEWAY DETAILS

COUNTYROUTEPOST MILES

TOTAL PROJECT

SHEETTOTAL
SHEETS

PLANSAPPROVALDATE
No.

Exp.

REG ISTERED

P
R
O
F
E
S
S
I
O
N
A
L

ENGINEER
STAT
E
O
F

C
A
L
IF
O
R
N
IA

REGISTERED CIVIL ENGINEER
CIVIL
DistNo.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED
NOTES:

1. 2.

3. 4.

5. 6.

7. T
Var
Min

SECTION B-B

RETAINING CURB

CLEAR PASSAGEWAY
Typ
6"

IF NECESSARY
T

RETAINING CURB

SECTION A-A
~
GUTTER

FLOWLINE
A
A
Max

IF NECESSARY, CONSTRUCT RETAINING

CURB AT EDGE OF SIDEWALK

CASE CM CURB RAMP

SIDEWALK

3'-0"
BCR

IF PROVIDED

CROSSWALK
Typ
6"

TRAVELED WAY
TRAV

ELED WAY
Min
Min

RAISED ISLAND
B
B

TYPE B PASSAGEWAY

SLOPE PASSAGEWAY
4'-2"
4'-2"
TO DRAIN 1.5% Max

1.5% Max
Max

1.5%

7.5%

1.5% Max
4'-2"

RAISED ISLAND

SURFACE OF

PROVIDED

IF CROSSWALK
5'-0" Min
Gutter not shown

IF PROVIDED

CROSSWALK
Max

1.5%
SEE NOTE 3
SEE NOTE 3
SEE NOTE 7
Min
Min
B
B

TYPE C PASSAGEWAY
Min

RAISED ISLAND

TRAVELED WAY
TRAV
ELE
D WAY

SLOPE PASSAGEWAY
4'-2"
4'-2"
4'-2"
TO DRAIN 1.5% Max
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3

SIDEWALK
SEE NOTE 7

CURB RAMP,

SIDEWALK
SEE NOTE 7

CURB RAMP,
Min

TYPE A PASSAGEWAY
B
B

RAISED ISLAND

TRAVELED WAY

RAISED ISLAND
4'-2"
SEE NOTE 3
SEE NOTE 3

1.5% Max

TO DRAIN

PASSAGEWAY
SLOPE

SIDEWALK
SEE NOTE 7

CURB RAMP,

SIDEWALK
SEE NOTE 7

CURB RAMP,
Max

Min
5'-0"

SIDEWALK

7.5%

1.5% Max

1.5% Max
Max

1.5%
Typ
6"

CASE CH CURB RAMP
A
A

RETAINING CURB
6" Min HIGH

RAMP SLOPE

CURB TO MATCH

RETAINING CURB
6" Min HIGH

IF NECESSARY, CONSTRUCT RETAINING

CURB AT EDGE OF SIDEWALK
SURFACE, SEE NOTE 2

DETECTABLE WARNING
CURB

REQUIRED

IF PROVIDED

CROSSWALK

SIDEWALK
SEE NOTE 7

CURB RAMP,
SEE NOTE 2

SURFACE,

WARNING

DETECTABLE
CURB

ZERO HEIGHT

HEIGHT TO

FROM FULL

TRANSITION

SIDEWALK
SEE NOTE 7

CURB RAMP,

RAMP SLOPE

CURB TO MATCH
1'-0"

1.5% Max

1.5% Max
AND 8
SEE NOTES 2

SURFACE,

WARNING

DETECTABLE
AND 8
SEE NOTES 2

SURFACE,

WARNING

DETECTABLE
AND 8
SEE NOTES 2

SURFACE,

WARNING

DETECTABLE

8. Min
6'-0"
2018 STA N D ARD PLA N A88B

NO SCALE
1-29-18
A88B
face of curb, unless modified in the Project Plans.

The detectable warning surface will be a rectangle as shown at the For additional curb ramp details, see Standard Plan A88A. warning width and depth.
removal of utility covers while maintaining detectable
Detectable warning surface may have to be cut to allow
or in conjunction with, curb ramp construction.
relocated or adjusted to grade by the owner prior to,
facilities within the boundaries of the curb ramp will be Utility pull boxes, manholes, vaults and all other utility walks, gutters, and streets shall be at the same level.

The adjacent surfaces at transitions at curb ramps to
1 inch is allowed on each side of the passageway.
the island passageway except a maximum gap of
warning surfaces shall extend the full width of
depth of the passageway length. Detectable
surface shall extend the full width and 3'-0"
than or equal to 8'-0", each detectable warning
Where an island passageway length is greater
width and 2'-0" depth of the passageway length.
detectable warning surface shall extend the full
than or equal to 6'-0", but less than 8'-0", each
Where an island passageway length is greater
see Standard Plan A88A.

For details of detectable warning surfaces,
"T", shall be 3" minimum.

Sidewalk, ramp and passageway thickness,
Lynn Mowry
Rebecca
C54415
12-31-19
151
May 31, 2018
Return to Table of Contents
Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 593
12100-0001\2654178v1.doc
City of MB Form

APPENDIX V

GEOTECHNICAL REPORT

Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 594
3530 Hyland Ave., Suite 100
Costa Mesa, California 92626
PH 714.969.0800
FAX 714.969.0820
www.geosyntec.com
GST8093/DRAFT_GST8093.docx

December 19, 2024

Patricia McCarthy, PE
Paul Hansen Engineering
302 West Grand Avenue, Suite 6
El Segundo, CA 90245
via email: [email protected]
Subject: Soil Report
Parking Lot 3
Manhattan Beach, California

Dear Ms. McCarthy:

Geosyntec Consultants Inc. (Geosyntec) is pleased to submit this letter report to Paul Hansen Engineering (PHE). This report summarizes the results of subsurface investigation, in-situ infiltration testing, and soil laboratory testing in support of the proposed Parking Lot 3 in Manhattan Beach, California (Site). Our services were performed in general accordance with our Proposal dated November 26, 2024.

1. INTRODUCTION
Geosyntec understands that PHE is supporting City of Manhattan Beach (the City) in the ongoing demolition of Parking Lot 3 structure and redevelopment of the Parking Lot 3 as surface parking area. We understand work is being performed on accelerated schedule to allow parking lot use as soon as possible, and as such PHE has requested support from Geosyntec to provide soil report with geotechnical recommendations required to develop the parking area.

The Site is located on the southwest corner of the 12th Street and Morningside Drive intersection.

Figure 1 shows the approximate location of the project Site. The multistory parking structure, built in 1970s has been demolished. The lot is about 175 by 100 feet in footprint, located at an elevation of about 100 to 110 feet. About 5 feet of elevation relief is expected across the site following the demolition is completed. The City is planning to pave the area as a surface parking lot and may implement low impact development measured to manage stormwaters. In addition to the paved area, the project will also include installation of parking light poles, parking payment kiosk, and possibly short grade separate walls.

This letter report documents the performed subsurface investigation and in-situ infiltration testing and provides recommendations for the proposed improvements.

DRAFT
Docusign Envelope ID: C6A122A2-4F22-4E1B-9F92-319580026F76 595
Parking Lot 3, Manhattan Beach, CA
December 19, 2024

Page 2 ends

Manhattan Beach City CouncilApril 15, 2025

Manhattan Beach City Council
April 15, 2025