Salinas City Council
November 15, 2022

SCOPE AND PURPOSE
The State Water Resources Control Board (SWRCB) Statewide General Waste Discharge Requirements for Sanitary Sewer Systems, Order No. 2006-0003-DWQ as amended by WQ 2013-0058-EXEC (herein SSSWDR Orders) require municipalities that own or operate sanitary sewage collection systems greater than one mile in length to implement and maintain a Sewer System Management Plan (SSMP). The City of Salinas (City) Industrial Sewer Collection system is greater than one mile in length therefore the City is required to comply with the terms of the Statewide Order.

The City has contracted with Wallace Group to complete an Audit of the City’s current SSMP in order to evaluate the effectiveness of the SSMP and its implementation.

The SSMP Audit measures compliance with section D.13 of the SSSWDR Orders and the effectiveness of the City’s implementation of the current SSMP; Revision 0 dated 2016.

1.0 [SSSWDR, Section D.13.i]: Goals

2.0 [SSSWDR, Section D.13.ii]: Organization

3.0 [SSSWDR, Section D.13.iii]: Legal Authority

4.0 [SSSWDR, Section D.13.iv]: Operation and Maintenance Program

5.0 [SSSWDR, Section D.13.v]: Design and Performance Provisions

6.0 [SSSWDR, Section D.13.vi]: Overflow Emergency Response Plan

7.0 [SSSWDR, Section D.13.vii]: Fats, Oils, and Grease Control Program

8.0 [SSSWDR, Section D.13.viii]: System Evaluation and Capacity Assurance Plan

9.0 [SSSWDR, Section D.13.ix]: Monitoring, Measurement, and Program Modifications

10.0 [SSSWDR, Section D.13.x]: Sewer System Management Plan Program Audits

11.0 [SSSWDR, Section D.13.xi]: Communication Program
Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

AUDIT FORMAT
This SSMP Audit separately evaluates each SSMP Section using the following format:
▪ Applicable SSSWDR Section
▪ Audit Finding
▪ Ranking
▪ Reference Information
▪ Deficiencies
▪ Recommended steps and schedule to correct Deficiencies The ranking criteria utilized in the Audit are provided in Table 1 below:

Table 1: SSMP Audit Ranking Criteria
Ranking Ranking Basis
In Compliance All requirements specified in the section are met.

Substantial Compliance The majority of requirements in the section are met.

Partial Compliance Half of the requirements in the section are met Marginal Compliance Less than half of the requirements in the section are met.

Out of Compliance None of the requirements in the section are met.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

SSMP AUDIT PARTICIPANTS AND SCHEDULE
This SSMP Audit assesses the effectiveness of the City’s SSMP Revision 0, 2016, and compliance with the SSSWDR Section D.13 requirements. The purpose of the Audit is to recognize accomplishments, identify deficiencies, and recommend corrective actions and a schedule to complete them. The Audit was conducted by the following Wallace Group Staff:
o Bill Callahan
Senior Environmental Compliance Specialist
City Staff participating in the SSMP Audit:
o Gary Gabriel
Wastewater Manager
The SSMP Audit was conducted on August 23 – September 15, 2022. The following table summarizes key dates and locations:

Table 2: City SSMP: Rev 3, December 2019 - Audit Key Dates 2022 Date Location Topic Staff
August 17, 2022 WG Office Submitted Data and Records
Request to City.

Gary Gabriel, Bill
Callahan
August 24, 2022 City Office SSMP Audit Kick Off, SSMP
Data and Records Request
review and associated
records, begin drafting Audit
Report.

Gary Gabriel, Bill
Callahan
September 8,
2022
City Office SSMP Draft Audit Report
Submitted for Review
Gary Gabriel, Bill
Callahan
September 15,
2022
City Office SSMP Audit Final Report Gary Gabriel, Bill
Callahan
Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

CITY 2022 SSMP AUDIT RESULTS
The SSMP Audit resulted in a finding that the City SSMP dated 2016 is in compliance with four (4) of eleven subsections (elements) of SSSWDR Section D.13, substantial compliance in one (1) of the elements, partial compliance in three (3) of the elements and marginal compliance in three (3) of the elements.

The City has been effective in the implementation of the several of the Elements included in the SSMP. A summary of Audit results is presented in Table 3 below:

Table 3: City SSMP Revision 0, 2016 - Audit Results 2022 SSSWDR Section D.13
SSMP
Compliance
with
Required
Subsection
Findings Recommendations

1.0 Goals
[SSSWDR D.13(i)]
In
Compliance
The City’s Goals are
appropriate for compliance
with the GWDRs. Most
Goals appear to have been
achieved.

Update Goals as
necessary, based
on the results of
evaluations specific
to the City’s system.

Make Goals
measurable and tie
to evaluations in
Element 9 MMPM.

2.0 Organization
[SSSWDR D.13(ii)]
Partial
Compliance
The SSMP does not
provide an explanation of
staff descriptions and
responsibilities for
implementation of specific
sections/elements of the
SSMP.

SSO Reporting Flow Chart
does not include references
to Category III SSOs.

Update SSMP to
include City staff
positions with
specific SSMP
related
responsibilities.

Update SSO
Reporting Flow
Chart to reference
Category III SSOs.

3.0 Legal Authority
[SSSWDR D.13(iii)]
In
Compliance
The City Codes/Ordinances
and Standards currently
contain the required legal
authorities to manage
discharges to and
construction of Public
Sewers.

N/A

4.0 Operation and
Maintenance
Substantial
Compliance
There is no supporting
information on maintenance
Include a
discussion and
Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

SSSWDR Section D.13
SSMP
Compliance
with
Required
Subsection
Findings Recommendations
Program
[SSSWDR D.13(iv)]
activities and inspections
conducted for sewer lines
and manholes.

The City does not establish
the source of current R&R
Projects (ex: Line Cleaning
observations, MH
Inspections and/or CCTV).

Updated information is
necessary for update R&R
Projects with sources of
funding and a schedule.
tracking
mechanisms for
sewer line cleaning
and manhole
inspections.

Develop a plan and
schedule to identify
R&R Projects
based on field
investigations.

Develop a tracking
system to illustrate
the status of each
project.

5.0 Design and
Performance
Provisions
[SSSWDR D.13(v)]
In
Compliance
Design Standards,
Specifications and Testing
Requirements are adequate
for compliance with the
WDRs.

Include any new
Design Standards,
Specifications and
Testing
Requirements in the
future as
appropriate in the
SSMP.

6.0 Overflow
Emergency
Response Plan
[SSSWDR D.13(vi)]
Partial
Compliance
The City has developed a
comprehensive OERP with
the exception of information
in compliance with the 2013
MRP.

The City conducts regular
training for new and regular
employees in SSO
response activities.

Update the SSMP
to include the
emergency
response plan
developed in 2021.

Update text in the
SSMP for
compliance with the
2013 MRP.

7.0 Fats, Oils and
Grease (FOG)
Control Program
[SSSWDR D.13(vii)]
In
Compliance
The City has determined
that FOG is not an issue
within the industrial system.

N/A

8.0 System Evaluation
and Capacity
Assurance Plan
Partial
Compliance
There was no reference to
current CIP for specific
short- and long-term
Develop a living
project schedule for
capacity related CIP
Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

SSSWDR Section D.13
SSMP
Compliance
with
Required
Subsection
Findings Recommendations
(SECAP)
[SSSWDR D.13(viii)]
capacity related projects
and specific sources of
funding.
with sources of
funding and track
progress annually.

9.0 Monitoring,
Measurement, and
Program
Modifications
[SSSWDR D.13(ix)]
Marginal
Compliance
The City did not evaluate
the implementation or
effectiveness of each
element or the City’s
Operations and
Maintenance activities as
described in the SSMP.

Regular (annual)
revisions/updates to the
SSMP did not occur.

Implement a written
program to
schedule, track and
evaluate the
effectiveness of
preventative
maintenance.

Review and assess
the effectiveness of
each SSMP
element annually.

10.0 SSMP Program
Audits
[SSSWDR D.13(x)]
Marginal
Compliance
The City has not completed
semi-annual audits in the
following years; 2018 &
2020.

Monitor current
schedule and
proposed schedule
(based on draft
SSWDR Order
anticipated for
adoption October
2022) for SSMP
Audit requirements.

Schedule and
complete Audits
prior to assigned
due date.

11.0 Communication
Program
[SSSWDR D.13(xi)]
Marginal
Compliance
There was no evidence
demonstrating the City has
been effective at
implementing the
communication plan
described in the SSMP.

Develop and
document
implementation of a
communication
program that is
specific to the City’s
industrial sewer
system.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

The following sections of this report describe findings in greater detail and address recommendations for updates/revisions for the City SSMP. The above list of updates is a summary and is not intended to replace the detailed findings identified in the SSMP Audit Report. The recommendations of the entire SSMP Audit Report should be implemented in a reasonable time frame to ensure compliance with the SSSWDR. A revision sheet should be incorporated in the SSMP to track any updates or revisions.

It should be noted that the City’s industrial system has experienced a slightly higher number of SSOs when compared to State and Regional municipalities for Category 1 SSOs and less than State and Regional averages for Category 2 & Category 3 SSOs as shown in the tables delineating SSO history between 2016 and 2022. Sanitary Sewer Overflow (SSO) volumes are significantly lower than State and Regional averages for all three (3) Categories of SSOs.

SSO History - Mainlines
Comparison to Municipal Agencies 2016-2022 (August)
Spill Rate: Number of Spills per 100 miles of Pipe per Year Category 1 Category 2 Category 3
City of Salinas 2.15 0 0
State Municipal Average 1.88 0.79 2.79
Region Municipal Average 1.68 0.85 3.23
Category 1 = Spills of any volume that reach surface water.

Category 2 = Spills greater than or equal to 1,000 gallons that do not reach surface water.

Category 3 = Spills less than 1,000 gallons that do not reach surface water. 0 1
2 3
4 5
6 7
8 Cat 1 Cat 2 Cat 3
Number of Spills per 100 Miles of Pipe
City of Salinas Industrial System State Municipal Average Region Municipal Average Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

Comparison to Municipal Agencies 2016-2022 (August)
Net Volume of Spills in gallons per Capita per Year
Net Volume (volume spilled minus volume recovered) of SSOs, for which the reporting Enrollee is responsible, per capita (i.e. the population served by your agency's sanitary sewer system), per year.

Category 1 Category 2 Category 3
City of Salinas 0.57 0 0
State Municipal Average 1767.52 345.38 27.83
Region Municipal Average 989.12 217.86 41.67
Category 1 = Spills of any volume that reach surface water.

Category 2 = Spills greater than or equal to 1,000 gallons that do not reach surface water.

Category 3 = Spills less than 1,000 gallons that do not reach surface water. 0 200
400
600
800
1000
1200
1400
1600
1800
2000
Cat 1 Cat 2 Cat 3
Spill Volume Comparison
City of Salinas Industrial System State Municipal Average Region Municipal Average Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

1.0 Goal [SSSWDR D.13(i)]
SSSWDR D.13(i) states:

The goal of the SSMP is to provide a plan and schedule to properly manage, operate, and maintain all parts of the sanitary sewer system. This will help reduce and prevent SSOs, as well as mitigate any SSOs that do occur.

Section D.13(i): The City of Salinas (City) SSMP includes ten (10) goals as listed below.

1. Properly manage, operate, and maintain the wastewater collection system.

2. Maintain design construction standards and specifications for the installation of new wastewater systems.

3. Verify the wastewater collection system has adequate capacity to convey sewage during peak flows.

4. Minimize the frequency of sanitary sewer overflows.

5. Respond to sanitary sewer overflows quickly and mitigate the impact of the overflow.

6. Provide training on a regular basis for staff in collection maintenance and operations.

7. Develop a closed-circuit televising (CCTV) program for the industrial sewer collection system.

8. Identify and prioritize structural deficiencies and implement long and short-term maintenance and rehabilitation actions to address each deficiency.

9. Meet all applicable regulatory notification and reporting requirements.

10. Provide excellent customer service.

Element 1 Sufficiency: In Compliance
Reference: City SSMP, CIWQS Performance Reports.

Deficiencies: None

Recommendation: The City should review assess and revise goals as needed so they are measurable and specific to the City’s operations for the industrial system.

The City should incorporate evaluations specific to adopted Goals and include the method(s) of assessment/measurement in Element 9: Monitoring, Measurement and Program Modifications to demonstrate progress in meeting stated Goals and potential modifications that may be necessary.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

It should be noted that based on the CIWQS history, the City has been successfully operating and maintaining the collection and conveyance system when compared to State and Regional systems of similar size based on the number and volume of SSOs over the past six years. The only exception being the number of Category 1 SSOs which are slightly higher for this period of time.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

2.0 Organization [SSSWDR D.13(ii)]
SSSWDR D.13(ii) states:

The SSMP must identify:
(a).The name of the responsible or authorized representative as described in Section J of this Order;
(b).The names and telephone numbers for management, administrative, and maintenance positions responsible for implementing specific measures in the SSMP program. The SSMP must identify lines of authority through an organization chart or similar document with a narrative explanation; and
(c). The chain of communication for reporting SSOs, from receipt of a complaint or other information, including the person responsible for reporting SSOs to the State and Regional Water Board and other agencies if applicable (such as County Health Officer, County Environmental Health Agency, Regional Water Board, and/or State Office of Emergency Services).

Finding: Section D.13 (ii)(a): The City’s SSMP names the Wastewater Manager and Wastewater Crew Supervisors as staff that can “submit electronic and written reports to the SWRCB” and identifies the Public Works Director as the Legally Responsible Official (LRO) for the City. This information conflicts with data found in CIWQS which shows the Wastewater Manager as the LRO. Additionally, CIWQS shows staff who have separated employment with the City as listed LROs.

Conclusion: The section is out of compliance with Section D.13 (ii)(a).

Finding: Section D.13(ii)(b): The SSMP identifies lines of authority through an organization tables and flowcharts for City staff. Contact information is provided for each responsible staff member. Job descriptions give a narrative of each positions responsibilities for the operation and maintenance of the City’s collection and conveyance system.

The SSMP does not provide an explanation of staff descriptions and responsibilities for implementation and management of specific sections of the SSMP. The Public Works Organization Chart is out of date, identifying several staff members who are no longer employed with the City.

Conclusion: The section above is in partial compliance with Section D.13(ii)(b).

Finding: Section D.13(ii)(c): A chain of communication for reporting sanitary sewer overflows (SSOs) is provided in Figure 4: SSO Response Flow Chart and Figure 5: SSO Reporting Flow Chart.

Figure 5: SSO Reporting Flow Chart does not include directives for response to a Category III SSO.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

Conclusion: The section above is in partial compliance with Section D.13(ii)(c). See recommendations below.

Element 2 Sufficiency: In Partial Compliance
Reference: City SSMP, CIWQS Facility At-A-Glance Report.

Deficiencies: Staff positions with specific SSMP related responsibilities were not included in the SSMP. Data included in CIWQS does not match data in the SSMP related to LROs and Data Submitters. Staff contact information is out of date. City SSO Reporting Flow Chart does not include information on a Category III SSO.

Recommendation: Update the SSMP to include City staff positions with specific SSMP related responsibilities. Update SSO Reporting Flow Chart to reference Category III SSOs. Update CIWQS to match LRO and Data Submitter staff contacts in next SSMP Update. Update staff contact information.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

3.0 Legal Authority [SSSWDR D.13(iii)]
SSSWDR D.13(iii) states:

Each Enrollee must demonstrate, through sanitary system use ordinances, service agreements, or other legally binding procedures, that it possesses the necessary legal authority to:
(a).Prevent illicit discharges into its sanitary sewer system (examples include I/I, storm water, chemical dumping, unauthorized debris and cut roots, etc.); (b).Require that sewers and connections be properly designed and constructed; (c). Ensure access for maintenance, inspection, or repairs for portions of the lateral owned or maintained by the Public Agency;
(d).Limit the discharge of fats, oils, and grease and other debris that may cause blockages; and
(e).Enforce any violation of its sewer ordinances.

This section was reviewed against the following Municipal Code sections for the City of Salinas which are referenced in the City SSMP Revision 0:
▪ City Municipal Code Chapter 36 Industrial Waste, Wastewater Collection and Discharge
▪ City of Salinas Standard Specifications, Design Standards and Standard Plans 2008 Edition & Municipal Code Chapter 2, Article IX, Section 2-52: Compliance Required ▪ City Municipal Code Chapter 1 General Provisions, Section 1-7 and 1-8 Finding: Section D.13(iii)(a): Illicit discharges such as storm water, debris, chemicals, waste, debris that obstruct, etc. are regulated in the following sections of City Municipal Code and MRWPCA Ordinance:
▪ Codes Referenced in SSMP:
o City Municipal Code Chapter 36-21-1 Prohibitions on Industrial Discharges Conclusion: The section above is in compliance with Section D.13(iii)(a).

Finding: Section D.13(iii)(b): Proper design and construction of private connections are addressed in the following City Codes:
▪ City Code Referenced in SSMP:
o City of Salinas Standard Specifications, Design Standards and Standard Plans 2008 Edition & Municipal Code Chapter 2, Article IX, Section 2-52:

Compliance Required
Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

Conclusion: The section above is in compliance with Section D.13(iii)(b).

Finding: Section D.13(iii)(c): City currently does not own and therefore does not require access to maintain or repair any portion of a Lateral or Building Sewer. Access to easements is regulated by the following Code:
▪ Chapter 36, Section 36-34 Inspection of Premises and Access to Records Conclusion: The section above is in compliance with Section D.13(iii)(c).

Finding: Section D.13(iii)(d): City has the authority to limit the discharge of FOG and other debris that may cause blockages into the system in the sections of Code and Ordinance specified below:
▪ City Code Referenced in SSMP:
o Chapter 36, Section 36-23.3 Discharge of Oil and Grease Conclusion: The section above is in compliance with Section D.13(iii)(d).

Finding: Section D.13(iii)(e): City has the authority to enforce any violation of its sewer Code in the sections of the Code specified below:
▪ City Municipal Code Chapter 36 -12.2 Compliance with discharge requirements of MRWPCA. MRWPCA 9 Monterey One Water) Ordinance No. 2008-01 which establishes the regulation of wastewater.

Conclusion: The section above is in compliance with Section D.13(iii)(e).

Element 3.0 Sufficiency: In Compliance
Reference: City SSMP, City Municipal Codes.

Deficiencies: None
Recommendation: Update this section as necessary when there are changes to the City’s Municipal Code.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

4.0 Operation and Maintenance Program [SSSWDR D.13(iv)] SSSWDR D.13(iv) states:

The SSMP must include those sections listed below that are appropriate and applicable to the Enrollee’s system:
(a).Maintain an up-to-date map of the sanitary sewer system, showing all gravity line segments and manholes, pumping facilities, pressure pipes and valves, and applicable storm water conveyance facilities;
(b).Describe routine preventive and operation and maintenance activities by staff and contractors, including a system for scheduling regular maintenance and cleaning of the sanitary sewer system with more frequent cleaning and maintenance targeted at known problem areas. The Preventative Maintenance (PM) Program should have a system to document scheduled and conducted activities, such as work orders; (c). Develop a rehabilitation and replacement plan to identity and prioritize system deficiencies and implement short-term and long-term rehabilitation actions to address each deficiency. The program should include regular visual and TV inspections of manholes and sewer pipes, and a system for ranking the condition of sewer pipes and scheduling rehabilitation. Rehabilitation and replacement should focus on sewer pipes that are at risk of collapse or prone to more frequent blockages due to pipe defects. Finally, the rehabilitation and replacement plan should include a capital improvement plan that addresses proper management and protection of the infrastructure assets. The plan shall include a time schedule for implementing the short- and long-term plans plus a schedule for developing the funds needed to the capital improvement plan;
(d).Provide training on a regular basis for staff in sanitary sewer system operations and maintenance, and require contractors to be appropriately trained; and (e).Provide equipment and replacement part inventories, including identification of critical replacement parts.

Finding: Section D.13(iv)(a): All major sewer assets and appurtenances are identified in the City’s GIS Sewer and Storm Drain Atlas Maps referenced in the SSMP. Information regarding the location and description of the industrial pump station is provided in the SSMP (supplemental Emergency Response Plan).

An example of the City’s sewer GIS atlas was reviewed during the audit. This GIS atlas is updated on an ongoing basis to reflect changes to the collection system through 2021, as Capital and Rehabilitation Projects and inspections have occurred. City staff utilizes hard copy map atlases of the sewer and storm drain systems for daily field work. These maps are also updated on an ongoing basis.

Conclusion: The section above is in compliance with Section D.13(iv)(a). See recommendations section below.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

Finding: Section D.13(iv)(b): The City SSMP summarizes plan and schedule for Routine Preventative Operation and Maintenance (O&M) of Pipelines, Manholes, Lift Stations, and minor system repairs.

Line Cleaning
The SSMP discusses annual line cleaning for pipelines which are 24 inches or less however there was no evidence that this maintenance has been conducted.

High Maintenance Areas (HMAs)
There is no discussion of HMAs in the SSMP. It is unclear if there are areas that would require more frequent cleaning than annually within the system. The City should clarify this in the next update to the SSMP.

CCTV
The City discusses CCTV data that was completed in 2013 and a schedule that would implement CCTV of the entire system every 10 years which would require the next CCTV cycle to be implemented in 2023. The City indicated that Carollo Engineers are currently reviewing the 2013 CCTV data for future Rehabilitation and Replacement Projects and potential identification of HMAs. The results of these investigations and associated HMAs and CIPs should be documented din the next update to the SSMP.

Lift Stations
Operation and Maintenance for one (1) City Lift Station is conducted by City staff. The City’s SSMP and supporting documentation shows that this station is monitored and maintained regularly. Lift station logs and maintenance records were reviewed as part of this audit. City lift stations are equipped with portable or on-site emergency power and the City maintains equipment to bypass each station in the event it is necessary. Each station is provided with an alarm system and the ability to notify City staff through the use of an auto dialer or through the City SCADA system in the event of a system malfunction.

Conclusion: The section above is in partial compliance with Section D.13(iv)(b). See recommendations section below.

Finding: Section D.13(iv)(c): The City SSMP references a Rehabilitation and Replacement/CIP Plan based on the following:
o Work referenced as completed in 2015 based on IWWCS Improvement Plan that replaced 9,600 linear feet of sewer line and 2,325 of sewer lines in different locations within the system
o Construction of an industrial/domestic sewer diversion system in 2016 o Completion of CCTV inspections every 10 years. The last CCTV was completed in 2013.

This data is in the process of being analyzed
o Projects scheduled for completion in 2016 SSMP appendices As an additional reference point, the 2021/2022 Budget was also reviewed to identify potential projects.

The City has made significant progress to rehabilitate and replace areas of the sewer collection and conveyance system in the past eight (8) years. The specifics of how individual projects are identified or linked to a project (ex: CCTV) should be documented in future versions of the Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

SSMP. Project schedules and funding should also be identified. There was no condition assessment for manholes identified in the SSMP. A schedule for future CCTV and analysis of this data should be included in future updates to the SSMP.

Conclusion: The section above is in partial compliance with Section D.13(iv)(c). See recommendations section below.

Finding: Section D.13(iv)(d): The City developed and implements a robust training program that incorporates a combination of in-house courses; on the job training, conferences, seminars and other training opportunities to train staff on emergency response and Operation and maintenance activities. The City developed Operations and Maintenance Standard Operating Procedures for the Sanitary System as part of their Operations and Maintenance Program.

One (1) of the primary staff members responsible for sewer system O&M and emergency response holds a Grade II certification with the California Water Environment Association (CWEA) Technical Certification Program for Collection System Maintenance and attends workshops and seminars to support this certification.

Training records for various safety activities were available during this audit. Formal training materials were also available for review documenting O&M Training, as described in the City’s SSMP. The following procedures have been developed for training and implementation:
• Annual Collection System Cleaning
• Vac Con Hydro Truck
• Confined Space Entries
• Generator Operation
• Traffic Control
• Sewer Line Cleaning – Safety Guidelines: Vac Con Truck • Lift Stations
The City has provisions in each O&M Contract to require contractors to have adequate training for the performance of O&M work. The City also requires contractors to provide an Overflow Response Plan when working on the City sewer system to ensure proper protocols are followed in the event of a project related SSO.

The City should update the SSMP to reflect current procedures and training programs for the industrial system.

Conclusion: The section above is in compliance with Section D.13(iv)(d). See recommendations section below.

Finding: Section D.13(iv)(e): A list of collection system critical parts and equipment was reviewed during the audit in the body of the SSMP. The City should update the critical parts and equipment list and include a list of contractors and/or vendors that assist in the event of an emergency.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

Conclusion: The section above is in substantial compliance with Section D.13(iv)(e). See recommendations section below.

Sufficiency: Substantial Compliance
Reference: City SSMP, City Staff Training Logs 2021/22, Sewer/Storm Drain Atlas, City 2021/22 Budget, Lift Station Analysis 2021, Lift Station Logs.

Deficiencies:

There is no discussion of HMAs in the SSMP. The SSMP discusses annual line cleaning for pipelines which are 24 inches or less however there was no evidence that this maintenance has been conducted. There was no condition assessment for manholes identified in the SSMP.

Recommendation:

Develop a plan and schedule for identifying rehabilitation and replacement projects utilizing CCTV data, observations in the field and other system analyses. Develop a tracking system to illustrate the status of each project identified. Include a new schedule for line cleaning and documentation of this work. Identify High Maintenance Areas (HMAs) within the system and schedule line cleaning accordingly. Develop a schedule for routine inspection of manholes in conjunction with line cleaning.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

5.0 Design and Performance Provisions [SSSWDR D.13(v)]
SSSWDR D.13(v) states:
(a).Design and construction standards and specifications for the installation of new sanitary sewer systems, pump stations, and other appurtenances; and for the rehabilitation and repair of existing sanitary sewer systems; and
(b).Procedures and standards for inspecting and testing the installation of new sewers, pumps, and other appurtenances and for rehabilitation and repair projects.

Finding: Section D.13(v)(a-b): The City SSMP provides a link to Construction Standards and Specifications 2016 SSMP, titled; City of Salinas Standard Specifications, Design Standards and Standard Plans 2008.

These details are also provided on the City website:
https://www.cityofsalinas.org/file/847/download.

The City has the following Standards, Specifications and Design Details:
o Part I Standard Specifications, Section 71 Sewers
This section cover provides requirements for:
▪ acceptable materials,
▪ acceptable conditions for installation,
▪ repairs,
▪ fittings & joints,
▪ installation requirements,
▪ field inspection,
▪ field testing requirements,
▪ acceptable sizing for pipelines and manholes
▪ Lift Stations (Pumping Plant Equipment) are referenced in Section 74 and identified as utilizing State Standard Specifications. Staff reports that Lift Stations are designed by Licensed Professional Engineers to meet existing conditions in the field. o Part II: Sanitary Sewer Design
▪ A. Design: provides direction on acceptable peak flow rates and slopes ▪ B. Depth of Sewers: provides direction on acceptable sewer depths for mains and laterals
▪ C. Connections to Sewers: provides direction on acceptable wye connections to sewer mains.
o Part III: Standard Plans
▪ Standard Plan 16: Trench Backfill and Surface Restoration ▪ Standard Plan 25: Type A & Type B Manholes
▪ Standard Plan 26: Type C Manhole (Shallow Type)
▪ Standard Plan 27: Manhole Frame and Cover
▪ Standard Plan 28: Manhole Frame and Cover Adjustment
▪ Standard Plan 29: Sewer Saddle Connection
Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

▪ Standard Plan 30: Flushing Inlet Frame and Cover Flushing Inlet ▪ Standard Plan 31: Flushing Inlet
▪ Standard Plan 32: Sewer Lateral (VCP)
Staff indicated these design standards/specifications and testing requirements are in the process of being updated.

Conclusion: The section above is in compliance with Section D.13(v)(a-b).

Element 5.0 Sufficiency: In Compliance
Reference: City SSMP, City of Salinas Standard Specifications, Design Standards and Standard Plans 2008
Deficiencies: N/A
Recommendation: If updates are completed in the future to the City’s Design, Performance and Testing Standards, they should be included in the future updates to the SSMP.

Future updates to the City SSMP should include specific Specifications, Design and Testing Standards demonstrating how they meet these regulatory requirements and/or subsections of this Element.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

6.0 Overflow Emergency Response Plan (OERP) [SSSWDR D.13(vi)] SSSWDR D.13(vi) states:

Each Enrollee shall develop and implement an overflow emergency response plan that identifies measures to protect public health and the environment. At a minimum, the plan must include the following:
(a).Proper notification procedures so that the primary responders and regulatory agencies are informed of all SSOs in a timely manner;
(b).A program to ensure appropriate response to all overflows; (c). Procedures to ensure prompt notification to appropriate regulatory agencies and other potentially affected entities (e.g. health agencies, Regional Water Boards, water suppliers, etc.) of all SSOs that potentially affect public health or reach the waters of the State in accordance with the MRP. All SSOs shall be reported in accordance with this MRP, the California Water Code, other State Law, and other applicable Regional Water Board WDRs or NPDES permit requirements. The SSMP identifies the officials who will receive immediate notification; (d).Procedures to ensure that appropriate staff and contract personnel are aware of and follow the Emergency Response Plan and are appropriately trained; (e).Procedures to address emergency operations, such as traffic and crowd control and other necessary response activities; and
(f). A program to ensure that all reasonable steps are taken to contain and prevent the discharge of untreated or partially treated wastewater to waters of the United States and minimize or correct any adverse impact on the environment resulting from the SSOs, including such accelerated or additional monitoring as may be necessary to determine the nature and impact of the discharge.

Findings: Section D.13 (vi)(a-f): The City’s SSMP and Overflow Emergency Response Plan provide an overview of how notification procedures are followed to ensure primary responders and regulatory agencies are informed of a SSO in a timely manner. The City utilizes information and procedures that have been updated to reflect changes/requirements found in the State Board Order 2013-0058-EXEC - Monitoring and Reporting Program (2013 MRP), however the existing information in the 2016 SSMP is out of date.

The formal program and associated organizational flow chart and summary showing key positions and their responsibility to ensure appropriate response to all overflows is in place. The overall program is in compliance with requirements found in the 2013 MRP and SSSWDRs and should be included in the next update to the SSMP.

A general description of the current notification process is included in this section of the SSMP.

Procedures to ensure prompt notification to appropriate regulatory agencies and other potentially affected entities were reviewed.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

A review of training records does demonstrate that staff conducts emergency response training; records for training on specific OERP emergency response procedures were available for review during this Audit.

Procedures to address emergency operations, such as emergency traffic and crowd control, surface water quality monitoring, volume estimation and other necessary response activities and assessments were provided during this audit. A formal program consisting of specific emergency response procedures specific to the City has been developed as part of the City’s Emergency Response Program.

Conclusions: The sections above are in partial compliance with Sections D.13 (vi)(a-f). See recommendations below.

Element 6.0 Sufficiency: Partial Compliance
Reference: City 2016 SSMP & Overflow Emergency Response Plan (OERP) 2019, CIWQS SSO Reports 2021.

Deficiencies: The City needs to include information for compliance with 2013 Monitoring and Reporting Program and include 2019 OERP.

Recommendation: Update SSMP for compliance with 2013 MRP and include by reference the 2019 OERP.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

7.0 Fats, Oils, and Grease (FOG) Control Program [SSSWDR D.13(vii)] SSSWDR D.13(vii) states:

Each Enrollee shall evaluate its service area to determine whether a FOG control program is needed. If an Enrollee determines that a FOG program is not needed, the Enrollee must provide justification for why it is not needed. If FOG is found to be a problem, the Enrollee must prepare and implement a FOG source control program to reduce the amount of these substances discharged to the sanitary sewer system. This plan shall include the following as appropriate:
(a).An implementation plan and schedule for a public education outreach program that promotes proper disposal of FOG;
(b).A plan and schedule for the disposal of FOG generated within the sanitary sewer system service area. This may include a list of acceptable disposal facilities and/or additional facilities needed to adequately dispose of FOG generated within a sanitary sewer system service area;
(c). The legal authority to prohibit discharges to the system and identify measures to prevent SSOs and blockages caused by FOG;
(d).Requirements to install grease removal devices (such as traps or interceptors) and the development of design standards for such devices, maintenance requirements, BMP requirements, record keeping and reporting requirements; (e).Authority to inspect grease producing facilities, enforcement authorities, and whether the City has sufficient staff to inspect and enforce the FOG ordinance; (f). An identification of sewer system sections subject to FOG blockages and establishment of a cleaning maintenance schedule for each section; and (g).Development and implementation of source control measures for all sources of FOG discharged to the sewer system for each section identified in (f) above.

After the issuance of the Statewide General WDRs in 2006, the City determined that FOG is not an on-going problem in the industrial sewer collection system and a FOG Program is not needed.

Finding: Section D.13(vii)(a-g): The City SSMP identifies one facility (Monterey Fish Co) that produces oils, it has been ruled out as a potential contributor of materials that might cause a SSO in the collection system.

For reference, the City does maintain the legal authority to prohibit FOG. The legal authority to prohibit discharges to the collection system and identify measures to prevent FOG-caused SSOs is located in the following City Codes and Monterey One Water (M1W) Ordinance:

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

WDR Requirement Salinas City Municipal Code Section or
M1W 2008-01 Ordinance Section
Prohibit FOG discharges to collection system City Code – 36-12.2 Prohibit FOG discharges to collection system M1W – 2.10.2(f) Prohibit FOG discharges to collection system M1W – 2.01.2.8 Identify measures to prevent SSOs and
blockages caused by FOG
M1W – 2.01.2.3
Identify measures to prevent SSOs and
blockages caused by FOG
M1W – 2.10.2.f
WDR Requirement Salinas City Municipal Code Section or
M1W 2008-01 Ordinance Section
FSE to Install Grease Removal Device City Code – 36-11
Grease Removal Devices – Design Standards City Codes – 36-11 Grease Removal Devices – Maintenance City FOG Control Program requires regular maintenance.

Grease Removal Devices – Best Management
Practices (BMPs)
City FOG Control Program requires
implementation of Best Management Practices
Grease Removal Devices – Record Keeping
and Reporting
City FOG Control Program requires record
keeping for grease control devices
WDR Requirement Salinas City Municipal Code Section or
M1W 2008-01 Ordinance Section
Authority to inspect grease producing facilities M1W – 4.07 Authority to enforce FOG Program
Requirements
M1W – Article 6 Enforcement
Conclusion: The section above is in compliance with Section D.13(vii)(a-g).

Sufficiency: In Compliance
Reference:
• City Industrial System SSMP
• City Municipal Code and M1W Ordinance
• CIWQS SSO Public Report – Salinas Industrial System: Detail Page Deficiencies: N/A
Recommendation: None
Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

8.0 System Evaluation and Capacity Assurance Plan [SSSWDR D.13(viii)] SSSWDR D.13(viii) states:

The Enrollee shall prepare and implement a capital improvement plan (CIP) that will provide hydraulic capacity of key sanitary sewer system sections for dry weather peak flow conditions, as well as the appropriate design storm or wet weather event. At a minimum, the plan must include:
(a).Evaluation: Actions needed to evaluate those portions of the sanitary sewer system that are experiencing or contributing to a SSO discharge deficiency. The evaluation must provide estimates of peak flows (including flows from SSOs that escape from the system) associated with conditions similar to those causing overflow events, estimates of the capacity of key system components, hydraulic deficiencies (including components of the system with limiting capacity) and the major sources that contribute to the peak flows associated with overflow events; (b).Design Criteria: Where design criteria do not exist or are deficient, undertake the evaluation identified in (a) above to establish appropriate design criteria; and (c). Capacity Enhancement Measures: The steps needed to establish a short- and long-term CIP to address identified hydraulic deficiencies, including prioritization, alternatives analysis, and schedules. The CIP may include increases in pipe size, I/I reduction programs, increases and redundancy in pumping capacity, and storage facilities. The CIP shall include an implementation schedule and shall identify sources of funding.
(d).Schedule: The Enrollee shall develop a schedule of completion dates for all portions of the capital improvement program developed in (a)-(c) above. This schedule shall be reviewed and updated consistent with the SSMP review and update requirements as described in Section D.14.

Findings: Section D.13(viii)(a): The City’s Industrial SSMP references five (5) studies that evaluate the capacity of the industrial waste collection and conveyance system. A summary of the conclusions of these studies is provided below:
• Hydraulic evaluations of conveyance pipelines concluded that there is adequate capacity under existing conditions
• The industrial lift station will require upgrades to accommodate any additional flows in the future
• Lateral mains that serve each customer may need capacity upgrades to meet individual needs, however these would be completed by individual developers as necessary • During the audit, City staff indicated that Carollo Engineers are currently conducting and updated evaluation of the industrial system.

Conclusion: The section above is in compliance with Section D.13(viii)(a). See recommendations below.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

Findings: Section D.13(viii)(b): Design criteria was included in this hydraulic analysis and for capacity improvements.

Conclusion: The section above is in compliance with Section D.13(viii)(b). See recommendations below.

Findings: Section D.13(viii)(c): The City 2016 SSMP identified one (1) Capital Project to address hydraulic deficiencies in lift station capacity.

The schedule and budget associated with this project was discussed as being scheduled for completion by 2020. It is unclear if there is a new schedule and budget for completion of this project.

Conclusion: The section above is in partial compliance with Section D.13(viii)(c). See recommendations below.

Findings: Section D.13(viii)(d): The City SSMP provides a schedule for capacity related CIP along with a coast estimate however and updated schedule and sources of funding were not available at the time of this audit.

Conclusion: The section above is in partial compliance with Section D.13(viii)(d). See recommendations below.

Sufficiency: In Partial Compliance
Reference: City 2016 SSMP.

Deficiencies: An updated CIP for capacity enhancement projects and sources of funding were not clearly identified and current. Project status was not available for associated projects.

Recommendation: The City should develop a living project schedule that is updated annually to track progress and funding mechanisms for specific projects identified to correct capacity constrained areas of the collection and conveyance system.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

9.0 Monitoring, Measurement, and Program Modifications [SSSWDR D.13(ix)]
SSSWDR D.13(ix) states:

The Enrollee shall:
(a).Maintain relevant information that can be used to establish and prioritize appropriate SSMP activities;
(b).Monitoring the implementation and, where appropriate, measure the effectiveness of each section of the SSMP;
(c). Assess the success of the preventative maintenance program; (d).Update program sections, as appropriate, based on monitoring or performance evaluations; and
(e).Identify and illustrate SSO trends, including: frequency, location and volume.

Finding: Section D.13(ix)(a): The City identifies the relevant information necessary to establish and prioritized SSMP activities in the SSMP, Performance Measures on page 73.

The City does not track all of the performance measures indicated in the SSMP. Appendix C, Table 6 is not accurate for years 2012 and 2016. This table states there were zero SSOs in these years. According to CIWQS, there was one (1) SSO in 2012 (15 gallons due to a Pressure Relief Valve failure) and in 2016 (3,000 gallons due to Lift Station Controls Failure).

Conclusion: The section above is in partial compliance with Section D.13(ix)(a). See recommendations below.

Finding: Section D.13(ix)(b): The City has not formally evaluated the implementation or effectiveness of each section of the SSMP. Preventative maintenance activities and operations have not been evaluated.

The City should update the plan and schedule to summarize and assess the successes and areas for improvement in the collection system and evaluate the effectiveness of SSMP related programs and activities. This plan should be implemented annually or more frequently as warranted and included in an annual staff report.

Conclusion: The section above is out of compliance with Section D.13(ix)(b). See recommendations below.

Finding: Section D.13(ix)(c): The City has not assessed the success of the preventative maintenance program.

Conclusion: The section above is out of compliance with Section D.13(ix)(c). See recommendations below.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

Finding: Section D.13 (ix)(d): There was no evidence at the time of the Audit that revisions or updates have occurred based on monitoring or performance evaluations.

Conclusion: The section above is out of compliance with Section D.13 (ix)(d). See recommendations below.

Finding: Section D.13(ix)(e): The City has not continuously trended and tracked the frequency, location, volume and cause, of SSOs on an annual basis.

Conclusion: The section above is out of compliance with Section D.13(ix)(e). See recommendations below.

Sufficiency: Marginal Compliance
Reference: City Industrial SSMP 2016.

Deficiencies: The City did not implement the plan identified in their 2016 SSMP to evaluate the implementation or effectiveness of each SSMP Element. Regular (annual) revisions/updates to the SSMP have not occurred as part of these evaluations. This SSMP Audit may be utilized to achieve some of the objectives identified in this Element if revisions/updates are conducted based on the recommendations found in this report.

Recommendation: Implement the written program to schedule, track, and evaluate the effectiveness of preventative maintenance for the sanitary sewer system. Review and asses the effectiveness of each SSMP Element annually.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

10.0 Sewer System Management Plan Program Audit [SSSWDR D.13(x)] SSSWDR D.13(x) states:

As part of the SSMP, the Enrollee shall conduct periodic internal audits, appropriate to the size of the system and the number of SSOs. At a minimum, these audits must occur every two years and a report must be prepared and kept on file. This audit shall focus on evaluating the effectiveness of the SSMP and the Enrollee’s compliance with the SSMP requirements identified in this subsection (D.13), including identification of any deficiencies in the SSMP and steps to correct them.

Sufficiency: Marginal Compliance
Reference: City 2016 SSMP
Deficiencies: The current (2022) Audit is the1st Audit that has been completed since the adoption of the SSMP in 2016.

The City did not complete SSMP Audits in 2018 & 2020 as required by the WDRs.

Recommendation: Conduct future Audits per the schedule mandated by the WDRs*. *A new Sanitary Sewer Order for the regulation of Sanitary Sewer Systems is pending approval/adoption by the State Water Resource Control Board (SWRCB) in late 2022. *These updated regulatory requirements are anticipated to require SSMP Audits every three (3) years, with Audit submittal to the SWRCB. Audits are anticipated to require submittal of a schedule to complete all deficiencies associated with individual Audit Reports.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

11.0 Communication Program [SSSWDR D.13(xi)]
SSSWDR D.13(i) states:

The Enrollee shall communicate on a regular basis with the public on the development, implementation, and performance of its SSMP. The communication system shall provide the public the opportunity to provide input to the Enrollee as the program is developed and implemented.

The Enrollee shall also create a plan of communications with systems that are tributary and/or satellite to the Enrollee’s sanitary sewer system.

Finding Section D.13 (xi): The City’s Industrial SSMP includes methods of communication with the public, stakeholders or interested parties on the development and implementation of the SSMP or SSMP related topics, however these methods were not implemented.

Sufficiency: Marginal Compliance
Reference: City SSMP 2016
Deficiencies The SSMP provides a discussion summarizing a planned communication program. There was no evidence at the time of the audit that the City implemented the Communication Program activities committed to in the SSMP.

Recommendation: Develop a communication program that is appropriate for the type and size of the industrial system and implement the plan. Maintain documentation of these communications.

Sewer System Management Plan – Revision 0
Audit Report
City of Salinas
September 2022

Records List by SSMP Section

1.0 Goals – See Records under Sections 3 - 11

2.0 Organization
a. SWRCB CIWQS Facility at a Glance Salinas: August 23, 2022

3.0 Legal Authority
a. City Municipal Code Chapters
o City Municipal Code Chapter 1 General Provisions
o City Municipal Code Chapter 31 Subdivisions
o City Municipal Code Chapter 36 Industrial Waste, Wastewater Collection and Discharge
b. MRWPCA Ordinance No. 2008-01

4.0 Operation and Maintenance Program
a. Sewer/Storm Drain Atlas
b. Lift Station Inspection/Maintenance Records: 2022
c. Lift Station O&M SOP
d. O&M Training Records 2021-2022
e. 2021 Sewer Pump Station Condition Assessment

5.0 Design and Performance Standards
a. City of Salinas Standard Specifications, Design Standards and Standard Plans 2008

6.0 Overflow Emergency Response Plan
a. 2019 OERP and Emergency Operating Procedures
b. CIWQS SSO Public Report, 8/23/22
c. Lift Station Emergency Response Plan
d. Emergency Response Training Records 2021

7.0 Fats, Oils, and Grease Program
a. N/A

8.0 System Evaluation and Capacity Assurance Plan (SECAP) a. CIWQS Facility At-A-Glance Report, 8/23/22
b. CIWQS Operational Report, 8/23/22
c. 2021 Sewer Pump Station Condition Assessment

9.0 Monitoring, Measurement, and Program Modifications
a. CIWQS Facility at a Glance and Operational Report, 8/23/22

10.0 SSMP Audits
a. SSMP Audit Records and Data Request 2022

11.0 Communication Program
a. N/A
City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#22-608, Version: 1
Amendment No. 1 to Agreement With PlaceWorks, Inc
Approve a Resolution authorizing the City Manager to execute and Amendment No. 1 to the Agreement for Professional Services between the City of Salinas and PlaceWorks, Inc. related to the preparation of environmental and technical studies for the General Plan Update.

City of Salinas Page 1 of 1 Printed on 11/9/2022
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Page | 1

CITY OF SALINAS

COUNCIL STAFF REPORT
DATE: NOVEMBER 15, 2022
DEPARTMENT: COMMUNITY DEVELOPMENT DEPARTMENT
FROM: MEGAN HUNTER, DIRECTOR
BY: JONATHAN MOORE, SENIOR PLANNER
THROUGH: LISA BRINTON, ASSISTANT DIRECTOR
TITLE: AMENDMENT NO. 1 TO AGREEMENT WITH PLACEWORKS,
INC.

RECOMMENDED MOTION:

A motion to approve a resolution authorizing the City Manager and City Attorney to execute Amendment No. 1 to the Agreement for Professional Services between the City of Salinas and PlaceWorks, Inc.

EXECUTIVE SUMMARY:

The City is updating its General Plan and preparing its first Climate Action Plan under the umbrella of Visión Salinas 2040. In May 2021 the City entered into an Agreement for Professional Services (Agreement) with PlaceWorks, Inc. (PlaceWorks) to prepare environmental and technical studies, including an environmental impact report for the General Plan Update (GPU), as well as preparation of a Climate Action Plan. Staff is seeking to amend their Agreement for Professional Services (Agreement) to increase resource capacity for these efforts. Amendment No. 1 adds tasks for finalizing a General Plan Existing Conditions Report, creating a General Plan Element chapter outline and framework, policy consolidation and gap analysis and the development of an implementation program. A more details scope of work and the associated budget augmentation of $156,171 is attached to this report as Exhibit A to the Amendment No. 1. The original Agreement’s total not to exceed compensation amount is $992,210. Amendment No. 1 increases the total not to exceed compensation amount to $1,148,381. The funding source for both Amendment No. 1 is CIP 9701 - General Plan Update and Local Early Action Planning Grant – LEAP Fund 2952.

BACKGROUND:

In May 2021 the City selected PlaceWorks, following a competitive proposal process, for preparation of the Climate Action Plan and for preparation of the Environmental Impact Report Page | 2
for the General Plan Update (Legistar link), and executed a Professional Services Agreement (Agreement) with the consultant. This work is well underway.

DISCUSSION:

The scope of the original Agreement included limited funding for consultant assistance in preparing General Plan Elements as it was anticipated that staff experience gained during recent planning efforts meant a high level of internal capacity for writing most of the General Plan content. While staff is still directly working on many components, reduction in staffing levels and the magnitude of regulatory changes since the 2002 Salinas General Plan necessitate additional consultant resources for timely completion of the GPU. Because of PlaceWorks’ current involvement with the GPU, familiarity with Salinas, and experience with General Plans, increasing their scope and budget is the most expedient way of dedicating resources to the GPU.

Amendment No. 1 (Amendment) adds five subtasks under Agreement Task 1.5 General Plan Staff Assistance. These additional tasks will help draft policy content which will be the heart of the General Plan Update and produce documents that will be used to guide public engagement and review in early 2023:

A. Meetings and Communication with City Staff
B. Existing Conditions Report
PlaceWorks will build on an early draft started by staff and the Existing Conditions Presentation by preparing a graphically rich Existing Conditions Report that provides context for the GPU.

C. General Plan Policy Matrix and Outline
PlaceWorks will prepare an Excel Matrix containing all current General Plan and related strategic plan (Alisal Vibrancy Plan, Chinatown Revitalization Plan, etc.) goals, policies, and actions. Based on desired organization and structure, PlaceWorks will also prepare a Word template that outlines a framwork for the General Plan Elements.

D. Policy Scan
PlaceWorks will perform a gap analysis on existing policies to identify areas that must be addressed to reflect updates to State legislation, recommended best practices, and input received through existing General Plan engagement. PlaceWorks will work with staff to refine the General Plan goals, policies, and actions into a revised Policy Scan for each element.

E. Implementation Program
PlaceWorks will draft an implementation program for the General Plan Update. This program will identify responsible parties and timeframes for implementing emerging Page | 3
priorities from the General Plan Update. The program will be a separate tabular document to allow the City to revise it over time without the need to initiate General Plan Amendments.

CEQA CONSIDERATION:

Not a Project. The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

Placeworks’ scope of work includes the preparation of an environmental impact report and associated analysis and technical studies for CEQA compliance.

STRATEGIC PLAN INITIATIVE:

This Amendment is critical to the timely completion of the General Plan Update, Housing Element, and Climate Action Plan, which further and relate to multiple components of the Strategic Plan.

The Land Use and Housing Elements are crucial tools for identifying housing sites at multiple income levels and encouraging Transit Oriented Development. The Climate Action Plan (CAP) itself is a part of Infrastructure and Environmental Sustainability and the Safety and Environmental Justice Elements will also address vulnerability and resiliency.

DEPARTMENTAL COORDINATION:

CDD staff utilized the standard Amendment template provided by Legal. Staff from Public Works was included in the original selection process of PlaceWorks. It is expected that all departments, the City Council and Commissions continue to be involved in the General Plan Update FISCAL AND SUSTAINABILITY IMPACT:

Neither the Agreement nor Amendment No. 1 is expected to have a direct impact on the Operating Budget and General Fund. The augmented total contract amount will be charged to CIP 9701 (General Plan Update) and Local Early Action Planning Grant – LEAP Fund 2952 as follows:
 $30,182 in Local Early Action Planning Grant – LEAP Fund 2952; and  $125,989 in CIP 9701 General Plan Update.

ATTACHMENTS:

1. Resolution authorizing Amendment No. 1 to the Agreement for Professional Services Between the City of Salinas and PlaceWorks, Inc.

2. Amendment No. 1 to the Agreement for Professional Services Between the City of Salinas and PlaceWorks, Inc.

3. Original Agreement for Professional Services Between the City of Salinas and PlaceWorks, Inc.
1 RESOLUTION NO. (N.C.S.)

A RESOLUTION AUTHORIZING THE CITY MANAGER AND CITY ATTORNEY TO EXECUTE AMMENDMENT NO. 1 TO THE AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN THE CITY OF SALINAS AND PLACEWORKS, INC.

WHEREAS, in May 2021 the City entered into an Agreement for Professional Service (Agreement) with PlaceWorks, Inc. (PlaceWorks) to prepare environmental and technical studies, including an environmental impact report for the General Plan Update (GPU), as well as preparation of a Climate Action Plan; and
WHEREAS, the scope of the original Agreement included limited funding for consultant assistance in preparing General Plan Elements as it was anticipated that staff experience gained during recent planning efforts meant a high level of internal capacity for writing most of the General Plan content; and
WHEREAS, reduction in staffing levels and the magnitude of regulatory changes since the 2002 Salinas General Plan necessitate additional consultant resources for timely completion of the GPU; and
WHEREAS, due to PlaceWorks’ current involvement with the GPU, familiarity with Salinas, and experience with General Plans, increasing their scope and budget is the most expedient way of dedicating resources to the GPU; and
WHEREAS, PlaceWorks’ provided an augmented scope of work and associated budget increase of $156,171, which adds tasks for finalizing a General Plan Existing Conditions Report, creating a General Plan Element chapter outline and framework, policy consolidation and gap analysis, and the development of an implementation program, as shown on Exhibit A to the attached Amendment No. 1; and
WHEREAS, Amendment No. 1 will increase the amount not to exceed compensation amount from $922,210 to total of $1,148,381; and
WHEREAS, the funding source for both Amendment No. 1 is CIP 9701 - General Plan Update ($125,989) and Local Early Action Planning Grant – LEAP Fund 2952 ($30,182); and WHEREAS, the City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378). Placeworks’ scope of work includes the preparation of an environmental impact report and associated analysis and technical studies for CEQA compliance.

NOW, THEREFORE, BE IT RESOLVED that the Salinas City Council authorizes and directs the City Manager and City Attorney to execute Amendment No.1 to the Agreement for Professional Services Between the City of Salinas and PlaceWorks, Inc. 2 PASSED AND APPROVED this 15th day of November 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:
________________________
Kimble and y Craig, Mayor
ATTEST:
_________________________
Patricia M. Barajas, City Clerk
AGREEMENT —AMENDMENT NO. [1] TO

AGREEMENT FOR PROFESSIONAL SERVICES

BETWEEN
THE CITY OF SALINAS AND PLACEWORKS, INC.

This Amendment No. 1 to the Agreement for Professional Services Between the City of Salinas and PlaceWorks, Inc. (the “Amendment”) is entered into this 15th day of November 2022, by and between the City of Salinas (the “City”) and PlaceWorks, Inc., (the “Consultant”) City and Consultant may be individually referred to herein as a “Party” and collectively the City and Contractor may be referred to as the “Parties.”

RECITALS
WHEREAS, effective May 25, 2021, the City and Consultant first entered into an Agreement for Professional Services between the City of Salinas and PlaceWorks, Inc. pursuant to which Contractor agreed to provide certain services to the City related to the preparation of environmental and technical studies for the General Plan Update and the preparation of a Climate Action Plan (the “Agreement”); and WHEREAS, the total not to exceed compensation amount of the Agreement is Nine Hundred Twenty two Thousand, Two Hundred and Ten ($922,210) Dollars; and
WHEREAS, due to decreased staff capacity and the magnitude of regulatory changes since the adoption of the 2002 Salinas General Plan, the City and Consultant desire to amend the Agreement to reflect additional services related to the preparation of the City’s General Plan Update; and WHEREAS, these additional services, which are detailed in and provided as Exhibit A to this Amendment include finalizing a General Plan Existing Conditions Report, creating a General Plan Element chapter outline and framework, preparing draft policy and implementation documents; and WHEREAS, the estimated cost of the additional services detailed in Exhibit A is One Hundred Fifty-Six Thousand, One Hundred Seventy One ($156,171) Dollars.

NOW, THEREFORE, in mutual consideration of the terms and conditions set forth below, the Parties agree as follows:

TERMS

1. The Agreement, Section 3, is amended to replace the last sentence with the following:
“The total amount of compensation to be paid under this Agreement shall not exceed One Million, One hundred Forty-Eight Thousand, Three Hundred Eighty-One ($1,148,381) Dollars.”

2. Agreement Exhibit B is supplemented by the attached Exhibit A to this Amendment.

3. All other covenants, terms, and conditions set forth in the Agreement and not amended by this Amendment shall remain in full force and effect as if fully set forth herein.

IN WITNESS WHEREOF, the undersigned, as authorized representatives of the City and Contractor have entered into this Agreement as of the date first written above.

CITY OF SALINAS
___________________________________
Steve S. Carrigan, City Manager
APPROVED AS TO FORM:
___________________________________
□ Christopher A. Callihan, City Attorney
□ Rhonda Combs, Assistant City Attorney
PlaceWorks, Inc.
____________________________________
Printed name: ________________________
Title: ________________________________
Exhibit A

MEMORANDUM
DATE October 21, 2022
TO Lisa Brinton and Jonathan Moore
City of Salinas, Community Development Department
FROM Charlie Knox and Alexis Mena
SUBJECT Scope Refinement – General Plan Support
This memo outlines the scope of work for PlaceWorks’ contract amendment to assist City staff in preparing the General Plan Update.

Scope of Work
The tasks below would be new subtasks under Task 1.5, General Plan Staff Assistance, of our existing scope of work.

A.MEETINGS AND COMMUNICATION WITH CITY STAFF
PlaceWorks staff will participate in bi‐weekly phone calls/virtual meetings with City staff.

B. EXISTING CONDITIONS REPORT
Using the template already prepared by City staff, PlaceWorks will prepare a graphically rich Existing Conditions Report for the General Plan Update (draft in Microsoft Word). To streamline this effort, PlaceWorks will utilize relevant mapping and text already prepared for the General Plan Update and General Plan Update Environmental Impact Report. PlaceWorks will augment these existing materials with new graphics and text, as necessary to adequately convey key information.

PlaceWorks will respond to one round of internally reconciled City comments to prepare the final Existing Conditions Report.

This task does not include Spanish translation of the Existing Conditions Report, which PlaceWorks can provide, if desired, subject to a contract amendment.

Deliverables:
 Draft Existing Conditions Report
 Final Existing Conditions Report
October 2022 | Page 4
C. GENERAL PLAN POLICY MATRIX AND OUTLINE
PlaceWorks will prepare an Excel matrix containing all current General Plan goals, policies, and implementation actions (as well related policies and actions from the Alisal Vision, Chinatown, Vision Zero and other City strategic plans) that compiles and builds from existing matrices already prepared by City staff. The matrix will be used for the gap analysis and policy scan to be completed under Subtask D, Policy Scan, below.

Based on input received from City staff regarding desired document organization and structure, PlaceWorks will prepare a Word template and outline to be used for the General Plan elements (“pillars”).

Deliverables:
• Policy Matrix
• Pillar Outline/Template
D. POLICY SCAN
PlaceWorks will perform a gap analysis and policy scan of the City’s existing goals, policies, and actions to identify areas to be addressed by the General Plan Update. These gaps will reflect, but will not be limited to:
» Recommendations based on best practices
» Updates needed to address State legislation
» Policy changes needed to avoid potential environmental impacts under the California Environmental Quality Act
» Recommendations to balance disproportionate amounts of policies and/or implementation actions » Feedback received by City staff and stakeholders (based on input received via City staff and provided to PlaceWorks)
Deliverables:
 Policy Scan Matrix for Each General Plan Pillar
E. IMPLEMENTATION PROGRAM
PlaceWorks will draft the implementation program for the General Plan Update. The implementation program will identify the responsible party(ies) and timeframes for implementing the actions of the General Plan Update. The program will be a separate tabular document from the General Plan Update itself, to allow City staff to revise and update the implementation program over time without the need to initiate General Plan amendments.

Deliverables:
 Draft Implementation Program
 Final Implementation Program
Cost
Table 1 provides an hourly breakdown of the tasks in this proposal. As shown in Table 1, the total cost to prepare these tasks is $156,171.

Version: January 2021
Table 1. Cost
Hourly Rate

PLACEWORKS STAFF
Task
Hours
2% Office
Expenses
Task
Total
Knox
Principal‐in‐
Charge
$250
Seale
Principal
$230
Mena
Project
Manager
$215
Lindstrom
Asst. PM
$170
Krispi
Senior
Associate
$175
Associates
$135

GRAPHICS
GIS/WP
$115
TASK 1.5 GENERAL PLAN STAFF ASSISTANCE
A. PROJECT MANAGEMENT
Meetings and Communication with City Staff 8 2 16 16 2 44 $179 $9,149 Subtask A. Subtotal 8 2 16 16 2 0 0 44 $179 $9,149
B. EXISTING CONDITIONS REPORT
1 Draft Report
2 Final Report
8 16 32 24 80 $273 $13,913
8 16 16 16 56 $200 $10,200
Subtask B. Subtotal 16 0 32 48 0 0 40 136 $473 $24,113
C. GENERAL PLAN POLICY MATRIX AND OUTLINE
1 Policy Matrix
2 Pillar Outline/Template
16 16 16 8 32 88 $318 $16,198
8 16 16 8 48 $182 $9,262
Subtask C. Subtotal 24 0 32 32 8 32 8 136 $500 $25,460
D. POLICY SCAN
1 Built Environment
2 Natural Systems
3 Socioeconomic
8 16 32 80 16 152 $470 $23,990
8 16 16 16 32 90 16 194 $629 $32,059
8 16 32 80 16 152 $470 $23,990
Subtask D. Subtotal 24 16 48 80 32 250 48 498 $1,569 $80,039 E. IMPLEMENTATION PROGRAM
1 Draft Program
2 Final Program
8 8 16 16 8 56 $228 $11,628
8 8 8 24 $102 $5,182
Subtask E. Subtotal 16 8 24 24 8 0 0 80 $330 $16,810
Total Hours 88 26 152 200 50 282 96 894
Total Cost $22,000 $5,980 $32,680 $34,000 $8,750 $38,070 $11,040 $3,051 $155,571

EXPENSES
Travel $600
GRAND TOTAL $156,171
Form: Professional Services Agreement v. February 2019 Page 1 of 16 PlaceWorks, Inc.

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AGREEMENT

FOR PROFESSIONAL SERVICES

BETWEEN

THE CITY OF SALINAS AND
PLACEWORKS, INC.

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Contents
RECITALS ..................................................................................................................................... 4 TERMS ........................................................................................................................................... 4

1. Scope of Service. ................................................................................................................. 4

2. Term; Completion Schedule. ............................................................................................... 4

3. Compensation. ..................................................................................................................... 4

4. Billing. ................................................................................................................................. 4

5. Meet & Confer. .................................................................................................................... 5

6. Additional Copies................................................................................................................. 5

7. Responsibility of Consultant. ............................................................................................... 5

8. Responsibility of City. ......................................................................................................... 5

9. Acceptance of Work Not a Release. .................................................................................... 6

10. Indemnification and Hold Harmless. ................................................................................... 6

11. Insurance. ............................................................................................................................. 6

12. Access to Records. ............................................................................................................... 6

13. Assignment. ......................................................................................................................... 6

14. Changes to Scope of Work. ................................................................................................. 6

15. Ownership of Documents. ................................................................................................... 7

16. Termination. ......................................................................................................................... 7

17. Compliance with Laws, Rules, and Regulations. ................................................................ 8

18. Exhibits Incorporated. .......................................................................................................... 8

19. Independent Contractor. ....................................................................................................... 8

20. Integration and Agreement. ................................................................................................. 8

21. Jurisdiction. .......................................................................................................................... 8

22. Severability .......................................................................................................................... 9

23. Notices. ................................................................................................................................ 9

24. Nondiscrimination................................................................................................................ 9

25. Conflict of Interest. ............................................................................................................ 10

26. Headings. ........................................................................................................................... 10

27. Attorneys’ Fees .................................................................................................................. 10

28. Non-Exclusive Agreement. ................................................................................................ 10

29. Rights and Obligations Under Agreement. ........................................................................ 10

30. Licenses.............................................................................................................................. 10

31. Counterparts. ...................................................................................................................... 10 DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0

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32. Legal Representation. ........................................................................................................ 10

33. Joint Representation. .......................................................................................................... 11

34. Warranty of Authority........................................................................................................ 11

35. No Waiver of Rights. ......................................................................................................... 11

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AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN
THE CITY OF SALINAS AND PLACEWORKS, INC.

This Agreement for Professional Services (the “Agreement” and/or “Contract”) is made and entered into this 25 day of May, 2021, between the City of Salinas, a California Charter city and municipal corporation (hereinafter “City”), and PlaceWorks, Inc., a Corporation (hereinafter “Consultant”).

RECITALS
WHEREAS, Consultant represents that he, she, or it is specially trained, experienced, and competent to perform the special services which will be required by this Agreement; and WHEREAS, Consultant is willing to render such professional services, as hereinafter defined, on the following terms and conditions.

NOW, THEREFORE, City and Consultant agree as follows:

TERMS

1. Scope of Service. The project contemplated and the scope of Consultant’s services are described in Exhibit B, attached hereto and incorporated herein by reference.

2. Term; Completion Schedule. This Agreement shall commence on May 25, 2021, and shall terminate on January 31, 2024 unless extended in writing by either party upon (30) days written notice. This Agreement may be extended only upon mutual written consent of the parties, and may be terminated only pursuant to the terms of this Agreement.

3. Compensation. City hereby agrees to pay Consultant for services rendered the City pursuant to this Agreement on a time and materials basis according to the rates of compensation as set forth in Exhibit B. The total amount of compensation to be paid under this Agreement shall not exceed nine hundred ninety-two thousand, two hundred ten dollars ($992,210).

4. Billing. Consultant shall submit to City an itemized invoice, prepared in a form satisfactory to City, describing its services and costs for the period covered by the invoice.

Except as specifically authorized by City, Consultant shall not bill City for duplicate services performed by more than one person. Consultant’s bills shall include the following information to which such services cost or pertain:
(A) A brief description of services performed;
(B) The date the services were performed;
(C) The number of hours spent and by whom;
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(D) A brief description of any costs incurred; and
(E) The Consultant’s signature.

Any such invoices shall be in full accord with any and all applicable provisions of this Agreement.

City shall make payment on each such invoice within thirty (30) days of receipt; provided, however, that if Consultant submits an invoice which is incorrect, incomplete, or not in accord with the provisions of this Agreement, City shall not be obligated to process any payment to Consultant until thirty (30) days after a correct and complying invoice has been submitted by Consultant. The City shall process undisputed portion immediately.

5. Meet & Confer. Consultant agrees to meet and confer with City or its agents or employees with regard to services as set forth herein as may be required by the City to ensure timely and adequate performance of the Agreement.

6. Additional Copies. If City requires additional copies of reports, or any other material which Consultant is required to furnish as part of the services under this Agreement, Consultant shall provide such additional copies as are requested, and City shall compensate Consultant for the actual costs related to the production of such copies by Consultant.

7. Responsibility of Consultant. By executing this Agreement, Consultant agrees that the services to be provided and work to be performed under this Agreement shall be performed in a fully competent manner. By executing this Agreement, Consultant further agrees and represents to City that the Consultant possesses, or shall arrange to secure from others, all of the necessary professional capabilities, experience, resources, and facilities necessary to provide the City the services contemplated under this Agreement and that City relies upon the professional skills of Consultant to do and perform Consultant’s work. Consultant further agrees and represents that Consultant shall follow the current, generally accepted practices in this area to the profession to make findings, render opinions, prepare factual presentations, and provide professional advice and recommendations regarding the projects for which the services are rendered under this Agreement.

8. Responsibility of City. To the extent appropriate to the projects to be completed by Consultant pursuant to this Agreement, City shall:
(A) Assist Consultant by placing at its disposal all available information pertinent to the projects, including but not limited to, previous reports and any other data relative to the projects. Nothing contained herein shall obligate City to incur any expense in connection with completion of studies or acquisition of information not otherwise in the possession of City. (B) Examine all studies, reports, sketches, drawings, specifications, proposals, and other documents presented by Consultant, and render verbally or in writing as may be appropriate, decisions pertaining thereto within a reasonable time so as not to delay the services of Consultant.

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(C) Steve Carrigan, City Manager, or his designee, shall act as City’s representative with respect to the work to be performed under this Agreement. Such person shall have the complete authority to transmit instructions, receive information, interpret and define City’s policies and decisions with respect to materials, equipment, elements, and systems pertinent to Consultant’s services. City may unilaterally change its representative upon notice to the Consultant.
(D) Give prompt written notice to Consultant whenever City observes or otherwise becomes aware of any defect in a project.

9. Acceptance of Work Not a Release. Acceptance by the City of the work to be performed under this Agreement does not operate as a release of Consultant from professional responsibility for the work performed.

10. Indemnification and Hold Harmless.

Consultant shall defend, indemnify, and hold harmless the City and its officers, officials, employees, volunteers, and agents from and against any and all liability, loss, damage, expense, costs (including without limitation costs and fees of litigation) of every nature to the extent arising out of or in connection with Consultant’s willful misconduct or negligent performance of work hereunder, including the performance of work of any of Consultant’s subcontractors or agents, or Consultant’s failure to comply with any of its obligations contained in the agreement, except such loss or damage which was caused by the sole negligence or willful misconduct of the City.

11. Insurance. Consultant shall procure and maintain for the duration of this Agreement insurance meeting the requirements specified in Exhibit A hereto.

12. Access to Records. Consultant shall maintain all preparatory books, records, documents, accounting ledgers, and similar materials including but not limited to calculation and survey notes relating to work performed for the City under this Agreement on file for at least three (3) years following the date of final payment to Consultant by City. Any duly authorized representative(s) of City shall have access to such records for the purpose of inspection, audit, and copying at reasonable times during Consultant’s usual and customary business hours.

Consultant shall provide proper facilities to City’s representative(s) for such access and inspection.

13. Non-Assignability. It is recognized by the parties hereto that a substantial inducement to City for entering into this Agreement was, and is, the professional reputation and competence of Consultant. This Agreement is personal to Consultant and shall not be assigned by it without express written approval of the City.

14. Changes to Scope of Work. City may at any time, and upon a minimum of ten (10) days written notice, seek to modify the scope of services to be provided for any project to be DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0

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completed under this Agreement. Consultant shall, upon receipt of said notice, determine the impact on both time and compensation of such change in scope and notify City in writing. Upon agreement between City and Consultant as to the extent of said impacts to time and compensation, an amendment to this Agreement shall be prepared describing such changes.

Execution of the amendment by City and Consultant shall constitute the Consultant’s notice to proceed with the changed scope.

15. Ownership of Documents. Title to all final documents, including drawings, specifications, data, reports, summaries, correspondence, photographs, computer software (if purchased on the City’s behalf), video and audio tapes, software output, and any other materials with respect to work performed under this Agreement shall vest with City at such time as City has compensated Consultant, as provided herein, for the services rendered by Consultant in connection with which they were prepared. City agrees to hold harmless and indemnify the Consultant against all damages, claims, lawsuits, and losses of any kind including defense costs arising out of any use of said documents, drawings, and/or specifications on any other project without written authorization of the Consultant.

16. Termination.
(A) City shall have the authority to terminate this Agreement, upon ten days written notice to Consultant, as follows:
(1) If in the City’s opinion the conduct of the Consultant is such that the interest of the City may be impaired or prejudiced, or
(2) For any reason whatsoever.
(B) Upon termination, Consultant shall be entitled to payment of such amount as fairly compensates Consultant for all work satisfactorily performed up to the date of termination based upon the Consultant’s rates shown in Exhibit B and/or Section 3 of this Agreement, except that:
(1) In the event of termination by the City for Consultant’s default, City shall deduct from the amount due Consultant the total amount of additional expenses incurred by City as a result of such default. Such deduction from amounts due Consultant are made to compensate City for its actual additional costs incurred in securing satisfactory performance of the terms of this Agreement, including but not limited to, costs of engaging another consultant(s) for such purposes. In the event that such additional expenses shall exceed amounts otherwise due and payable to Consultant hereunder, Consultant shall pay City the full amount of such expense. (C) In the event that this Agreement is terminated by City for any reason, Consultant shall:

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(1) Upon receipt of written notice of such termination promptly cease all services on this project, unless otherwise directed by City; and (2) Deliver to City all documents, data, reports, summaries, correspondence, photographs, computer software output, video and audio tapes, and any other materials provided to Consultant or prepared by or for Consultant or the City in connection with this Agreement. Such material is to be delivered to City in completed form; however, notwithstanding the provisions of Section 15 herein, City may condition payment for services rendered to the date of termination upon Consultant’s delivery to the City of such material.
(D) In the event that this Agreement is terminated by City for any reason, City is hereby expressly permitted to assume the projects and complete them by any means, including but not limited to, an agreement with another party.
(E) The rights and remedy of the City and Consultant provided under this Section are not exclusive and are in addition to any other rights and remedies provided by law or appearing in any other section of this Agreement.

17. Compliance with Laws, Rules, and Regulations. Services performed by Consultant pursuant to this Agreement shall be performed in accordance and full compliance with all applicable federal, state, and City laws and any rules or regulations promulgated thereunder.

18. Exhibits Incorporated. All exhibits referred to in this Agreement and attached to it are hereby incorporated in it by this reference. In the event there is a conflict between any of the terms of this Agreement and any of the terms of any exhibit to the Agreement, the terms of the Agreement shall control the respective duties and liabilities of the parties.

19. Independent Contractor. It is expressly understood and agreed by both parties that Consultant, while engaged in carrying out and complying with any of the terms and conditions of this Agreement, is an independent contractor and not an employee of the City. Consultant expressly warrants not to represent, at any time or in any manner, that Consultant is an employee or servant of the City.

20. Integration and Entire Agreement. This Agreement represents the entire understanding of City and Consultant as to those matters contained herein. No prior oral or written understanding shall be of any force or effect with respect to those matters contained herein. This Agreement may not be modified or altered except by amendment in writing signed by both parties.

21. Jurisdiction and Venue. This Agreement shall be governed by and construed in accordance with the laws of the State of California, County of Monterey, and City of Salinas.

Jurisdiction of litigation arising from this Agreement shall be in the State of California, in the County of Monterey or in the appropriate federal court with jurisdiction over the matter.

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22. Severability. If any part of this Agreement is found to be in conflict with applicable laws, such part shall be inoperative, null and void insofar as it is in conflict with said laws, but the remainder of the Agreement shall continue to be in full force and effect.

23. Notices.
(A) Written notices to the City hereunder shall, until further notice by City, be addressed to:

Jonathan Moore
City of Salinas
65 W. Alisal Street, Suite 201
Salinas, California 93901
With a copy to:

City Attorney
City of Salinas
200 Lincoln Avenue
Salinas, California 93901
(B) Written notices to the Consultant shall, until further notice by the Consultant, be addressed to:

Steve Noack, AICP
PlaceWorks
1625 Shattuck Avenue, Suite 300
Berkley, California 94709
Tel: 510-848-3815
Email: [email protected]
(C) The execution of any such notices by the City Manager shall be effective as to Consultant as if it were by resolution or order of the City Council, and Consultant shall not question the authority of the City Manager to execute any such notice. (D) All such notices shall either be delivered personally to the other party’s designee named above, or shall be deposited in the United States Mail, properly addressed as aforesaid, postage fully prepaid, and shall be effective the day following such deposit in the mail.

24. Nondiscrimination. During the performance of this Agreement, Consultant shall not discriminate against any employee or applicant for employment because of race, color, religion, ancestry, creed, sex, national origin, familial status, sexual orientation, age (over 40 years) or disability. Consultant shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0

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ancestry, creed, sex, national origin, familial status, sexual orientation, age (over 40 years) or disability.

25. Conflict of Interest. Consultant warrants and declares that it presently has no interest, and shall not acquire any interest, direct or indirect, financial or otherwise, in any manner or degree which will render the services required under the provisions of this Agreement a violation of any applicable local, state or federal law. Consultant further declares that, in the performance of this Agreement, no subcontractor or person having such an interest shall be employed. In the event that any conflict of interest should nevertheless hereinafter arise, Consultant shall promptly notify City of the existence of such conflict of interest so that City may determine whether to terminate this Agreement. Consultant further warrants its compliance with the Political Reform Act (Government Code section 81000 et seq.) and Salinas City Code Chapter 2A that apply to Consultant as the result of Consultant’s performance of the work or services pursuant to the terms of this Agreement.

26. Headings. The section headings appearing herein shall not be deemed to govern, limit, modify, or in any manner affect the scope, meaning or intent of the provisions of this Agreement.

27. Attorneys’ Fees. In case suit shall be brought to interpret or to enforce this Agreement, or because of the breach of any other covenant or provision herein contained, the prevailing party in such action shall be entitled to recover their reasonable attorneys’ fees in addition to such costs as may be allowed by the Court. City’s attorneys’ fees, if awarded, shall be calculated at the market rate.

28. Non-Exclusive Agreement. This Agreement is non-exclusive and both City and Consultant expressly reserves the right to contract with other entities for the same or similar services.

29. Rights and Obligations Under Agreement. By entering into this Agreement, the parties do not intend to create any obligations express or implied other than those set out herein; further, this Agreement shall not create any rights in any party not a signatory hereto.

30. Licenses. If a license of any kind, which term is intended to include evidence of registration, is required of Consultant, its representatives, agents or subcontractors by federal, state or local law, Consultant warrants that such license has been obtained, is valid and in good standing, and that any applicable bond posted in accordance with applicable laws and regulations.

31. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, but all of which together shall constitute a single agreement.

32. Legal Representation. Each party affirms that it has been represented, if it so chose, by legal counsel of its own choosing regarding the preparation and the negotiation of this Agreement and the matters and claims set forth herein, and that each of them has read this Agreement and is fully aware of its contents and its legal effect. Neither party is relying on any DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0

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statement of the other party outside the terms set forth in this Agreement as an inducement to enter into this Agreement.

33. Joint Representation. The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any party. No presumptions or rules of interpretation based upon the identity of the party preparing or drafting the Agreement, or any part thereof, shall be applicable or invoked.

34. Warranty of Authority. Each party represents and warrants that it has the right, power, and authority to enter into this Agreement. Each party further represents and warrants that it has given any and all notices, and obtained any and all consents, powers, and authorities, necessary to permit it, and the persons entering into this Agreement for it, to enter into this Agreement.

35. No Waiver of Rights. Waiver of a breach or default under this Agreement shall not constitute a continuing waiver or a waiver of a subsequent breach of the same or any other provision of this Agreement. The failure to provide notice of any breach of this Agreement or failure to comply with any of the terms of this Agreement shall not constitute a waiver thereof.

Failure on the part of either party to enforce any provision of this Agreement shall not be construed as a waiver of the right to compel enforcement of such provision or any other provision. A waiver by the City of any one or more of the conditions of performance under this Agreement shall not be construed as waiver(s) of any other condition of performance under this Agreement.

IN WITNESS WHEREOF, the parties hereto have made and executed this Agreement on the date first written above.

CITY OF SALINAS
____________________________
Steven S. Carrigan
City Manager
APPROVED AS TO FORM:
_________________________
Christopher A. Callihan
City Attorney
ATTEST:
_________________________
Patricia Barajas
City Clerk
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CONSULTANT
___________________________________
Steve Noack, AICP
Principal, PlaceWorks
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Exhibit A
Insurance Requirements
Consultant shall procure and maintain for the duration of the Agreement insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder and the results of that work by the Consultant, his agents, representatives, employees, or subcontractors. With respect to General Liability and Professional Liability, coverage should be maintained for a minimum of five (5) years after Agreement completion.

MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:
(A)Commercial General Liability (“CGL”): Insurance Services Office Form (“ISO”) CG 00 01 covering CGL on an occurrence basis, including products and completed operations, property damage, bodily injury, and personal & advertising injury with limits no less than $1,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit. (B) Automobile Liability: ISO Form CA 0001 covering any auto, or if Consultant has no owned autos, hired and non-owned, with limits no less than $1,000,000 per accident for bodily injury and property damage.
(C)Workers’ Compensation insurance as required by the State of California, with Statutory Limits, and Employer’s Liability Insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.
(D)Professional Liability (also known as Errors and Omissions) insurance appropriate to the work being performed, with limits no less than $1,000,000 per occurrence or claim, $2,000,000 aggregate per policy period of one year.

If the Consultant maintains broader coverage and/or higher limits than the minimums shown above, the City of Salinas requires and shall be entitled to the broader coverage and/or higher limits maintained by the Consultant. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

OTHER INSURANCE PROVISIONS
The insurance policies are to contain, or be endorsed to contain, the following provisions:

Additional Insured Status
The City of Salinas, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Consultant including materials, parts, or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Consultant’s insurance (at least as broad as ISO Form CG 20 10, CG 11 85, or both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used).

Primary Coverage
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For any claims related to this Agreement or the project described within this Agreement, the Consultant’s insurance coverage shall be primary coverage at least as broad as ISO Form CG 20 01 04 13 as respects the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Consultant’s insurance and shall not contribute with it.

Notice of Cancellation
Each insurance policy required above shall provide that coverage shall not be canceled, except with notice to the City.

Waiver of Subrogation
Consultant hereby grants to City a waiver of any right to subrogation which any insurer of said Consultant may acquire against the City by virtue of the payment of any loss under such insurance.

Consultant agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer.

The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the City of Salinas for all work performed by the Consultant, its employees, agents, and subcontractors.

Self-Insured Retentions
Self-insured retentions must be declared by Consultant to and approved by the City. At the option of the City, Consultant shall provide coverage to reduce or eliminate such self-insured retentions as respects the City, its officers, officials, employees, and volunteers; or the consultant shall provide evidence satisfactory to the City guaranteeing payment of losses and related investigations, claim administrations, and defense expenses. The policy language shall provide, or be endorsed to provide, that the self-insured retention may be satisfied by either the named insured or City.

Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best’s rating of no less than A:VII, unless otherwise acceptable to the City.

Claims Made Policies
If any of the required policies provide coverage on a claims-made basis:

1. The Retroactive Date must be shown and must be before the date of this Agreement or the beginning of Agreement work.

2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the Agreement of work.

3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a Retroactive Date prior to the Agreement effective date, the Consultant must purchase “extended reporting” coverage for a minimum of five (5) years after completion of Agreement work.

4. A copy of the claims reporting requirements must be submitted to the City for review.

Verification of Coverage
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Consultant shall furnish the City with original certificates and amendatory endorsements or copies of the applicable insurance language effecting coverage required by this Agreement. All certificates and endorsements are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time.

Subcontractors
Consultant shall require and verify that all sub-consultants and/or subcontractors maintain insurance meeting all the requirements stated herein, and Consultant shall ensure that Entity is an additional insured on insurance required from such sub-consultants and/or subcontractors.

Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.

Maintenance of Insurance
Maintenance of insurance by Consultant as specified shall in no way be interpreted as relieving Consultant of its indemnification obligations or any responsibility whatsoever and the Consultant may carry, at its own expense, such additional insurance as it deems necessary.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0

Form: Professional Services Agreement v. February 2019 Page 16 of 16 PlaceWorks, Inc.

May 2021
Exhibit B
Scope of Work; Compensation Rates-Attached
DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 1 EXHIBIT B:

SCOPE OF WORK AND COSTS
This exhibit describes the scope of services, schedule, products, and meetings for the City of Salinas General Plan Update Environmental Impact Report (EIR) and Climate Action Plan (CAP) to be conducted by PlaceWorks for the City of Salinas in cooperation with Albion Environmental, Page & Turnbull, and Environmental Collaborative.

The total cost to conduct this scope of work is $992,210.

ENVIRONMENTAL IMPACT REPORT

SCOPE OF SERVICES
Project Initiation, Management and Communication
The purpose of this task is to lay the groundwork for integrating the EIR and General Plan processes to ensure a focused effort to meet the December 2023 completion date. It is an opportunity for the PlaceWorks team to get acquainted with City staff, and vice versa. The kick-off meeting will provide an opportunity to define project logistics, establish communication protocols, and review key target dates for the General Plan buildout projections and draft policies. Also, in this task, the PlaceWorks team will develop base maps, and assemble data for the baseline sections of the EIR.

1.1 Kickoff Meeting
This initial meeting will provide the opportunity for the team to get to know each other and establish a working relationship between team members. At this meeting, we will establish a communications protocol to ensure continuous coordination of interdependent tasks, and to provide a platform for problem solving in a collaborative manner. PlaceWorks will discuss the data needs, listed below, from the Transportation consultant for the noise, air quality and greenhouse gas modeling tasks.
 GIS: City Centerline data with the segments coded (e.g., X Street – Y Street to Z Street) for all highways and major roadways and arterials in the study area  ADT segment volumes (both directions, not one-way) for all highway, major roadway and arterial segments in the traffic study area in EXCEL:
 Existing
 Future/Horizon
 Vehicle mix [auto, medium-duty (2 axles, 6 tires), heavy-duty (3 axles+)] on the above segments for existing and future timeframes
DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 2  Daytime (7 AM – 7 PM)/Evening (7 PM – 10PM)/Nighttime (10 PM – 7 AM) percentage splits on the above segments for existing and future timeframes  Speed limits on the above segments for existing and future timeframes  Number of lanes/roadway widths for the above segments  List of traffic study segments
We will also discuss coordination on mapping and graphics software.

1.2 Bi-Weekly Status Meetings
Based on the agreed communications protocol and meeting schedule, PlaceWorks will organize and implement the meeting schedule. We anticipate bi-weekly team meetings during key EIR development periods including scoping, preparing the Administrative Draft EIR, and the Final EIR. PlaceWorks staff will schedule the EIR meetings, prepare meeting agendas, and maintain a list of action items, including completion dates, to help keep the EIR process in alignment with the General Plan development process.

We have also included time to participate in General Plan meetings through the duration of the project, to provide information on baseline conditions and discuss the approach to developing EIR mitigation measures in alignment with the goals, policies and implementation programs of the General Plan elements. PlaceWorks assumes that the EIR and General Plan status meetings will be online.

1.3 EIR Project Management
PlaceWorks will coordinate with City staff and subconsultants throughout the duration of the project and will manage the scope, cost and schedule to ensure that the EIR process is completed efficiently and in accordance with the contract. In this task, we will prepare and manage subconsultant contracts and review subconsultant invoices to ensure that billings are in alignment with work progress. We will also prepare progress reports to accompany our monthly invoices.

1.4 Commission Meetings
This task includes PlaceWorks staff hours to assist City staff in preparing for meetings as determined during the course of the project. The hours in this task reflect anticipated tasks such as preparing public notices, staff reports (or memorandum to include in staff reports), and presentation materials.

1.5 General Plan Staff Assistance
Hours within this task are intended to provide additional support for the General Plan development program, focusing management support and coordination, including preparing and updating a Microsoft Project schedule as a tool to show the interconnectedness of the General Plan and EIR tasks; providing graphic design services for layout of the General Plan; preparing plan maps and figures; editing and final production.

DELIVERABLES:
 Data needs memorandum
DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 3  EIR schedule
 Monthly invoices and status reports
 Staff assistance materials (as needed, within allotted budget)Microsoft project schedule
 Graphic design support
 General Plan maps and figures
 General plan layout, editing and production
EIR Scoping

2.1 Notice of Preparation
PlaceWorks will prepare a detailed NOP pursuant to CEQA Section 15082, Notice of Preparation and Determination of Scope of EIR, and distribute it to the State Clearinghouse. This scope of work assumes that the City will be responsible for mailing and overall circulation of the NOP and publishing the NOP in a newspaper of general circulation.

2.2 Scoping Meeting
Steve Noack and Alexis Mena of PlaceWorks will prepare a presentation for and facilitate the scoping meeting, on the EIR. The scoping meeting would be held on-line. PlaceWorks will present a live presentation providing an overview of the CEQA process and inviting scoping comments from the public. This scope assumes, and that City staff will be responsible for local noticing and outreach for the scoping meeting.

Following the end of the 30-day scoping period, PlaceWorks will prepare a summary of comments in matrix format for distribution to the General Plan and EIR teams.

DELIVERABLES
 Notice of Preparation
 CEQA 101 Primer materials
 Scoping meeting presentation
 Summary of scoping period comments
Engineering and Mapping Analyses
This section describes additional tasks that will inform the General Plan and provide information for the EIR. PlaceWorks will prepare an infrastructure capacity report to be incorporated into the utility section of the Draft EIR, as described in Sub Tasks 3.1 through

3.3. We will also prepare map sets and reports addressing natural resources and environmental hazards, as described in Subtasks 3.4 and 3.5.

3.1 Infrastructure Capacity Report
Data Collection
The utility systems to be addressed include:
 Water
DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 4  Wastewater
 Storm drainage
 Solid waste
 Privately-operated services such as electric, gas, and telecommunications PlaceWorks will incorporate information collected through research and direct interviews with service providers, including the California Water Services and Alco Water Service, Monterey One Water (M1W), Salinas Valley Solid Waste Authority, and Pacific Gas & Electric, among others.

Existing Conditions Analysis
For each topic, PlaceWorks will focus on constraints or deficiencies that may impact land use and environmental policies, and the status (and funding) of any plans to expand, adapt or rebuild facilities.

Evaluation of Growth Impacts on Utilities
The section will include water and wastewater demands under the proposed General Plan buildout as compared to existing supplies and sewer/wastewater treatment capacities.

This scope of work assumes that the water purveyors, California Water Services and Alco Water Service, will produce Water Supply Assessments (WSAs). PlaceWorks will incorporate information from the WSAs into the reports prepared as part of this task.

In addition, the capacity of Johnson Canyon Landfill to accept solid waste and the State and local solid waste diversion programs will be considered in determining potential solid waste impacts.

The scope assumes no field work, facility evaluations, or modeling relating to the adequacy of individual systems and will rely primarily on information provided by the service providers through interviews, correspondence, systems master plans, and technical reports.

3.2 Natural Resources Inventory Maps and Reports
The PlaceWorks team will prepare a Natural Resource Inventory document, supported by extensive mapping, that will provide baseline data necessary to complete the Conservation Element of the General Plan, and related sections of the EIR. The majority of this work will be completed through examination of existing City documents, database review, and field verification, as needed, to ensure all information used is up to date.

This sub-task will include a summary of all existing federal, State, and local regulations addressing biological, hydrological, and mineral resources. This data may include maps, tables, and summaries of the following data:
 Vegetation types.
 Natural communities and wildlife habitats.
 Special status species designated on the California Natural Diversity Data Base.  Tree protection and planting.
 Invasive plant control.
 Predatory animal control.
 Local soil types.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 5  Agricultural resources including Farmland of Statewide Significance.  Water resources (discusses creek, creek daylighting, and bank protection).

This sub-task will also assess existing General Plan policies regarding the above-mentioned environmental sections as needed.

3.3 Environmental Hazards Maps and Reports
PlaceWorks will provide the baseline data needed to update the General Plan Safety Element, and prepare the Hazards and Hazardous Materials EIR Section. We will provide information on, seismic hazards, landslide potential, flooding, dam failure, wildfire hazards, aviation hazards, hazardous materials, emergency preparedness, and potential impacts of global climate change. This information will be gathered from existing federal, state, regional, and local resources and programs, and information from the CAP development.

PlaceWorks will compile information and maps for the downtown area and the community.

Each section of the report is described below.

Geologic Hazards
PlaceWorks will document hazards including ground shaking, liquefaction, fault rupture, differential settlement, and earthquake-induced landslides. We will include maps showing regional fault lines and earthquake probabilities, along with related hazards induced by earthquakes. The report will include documentation of specific hazards within the city such as unreinforced masonry and soft-story buildings in the downtown.

Flood Hazards
PlaceWorks will document the flood hazards in the city, using the FEMA-designated 100- year and 500-year flood zones, along with other applicable flooding sources.

Wildfire Hazards
Wildfire hazards will include mapping of fire hazard severity zones as required by Senate Bill (SB) 1241 and will suggest ways to reduce wildfire risk in the Salinas Planning Area. We will consult with the California Department of Forestry and Fire Prevention, as well as with the City Fire Department. This section will also discuss wildfire hazard mitigation measures such as defensible space, vegetation management, emergency vehicle access, street sign visibility, and availability of water in the event of a fire.

Hazardous Materials
PlaceWorks will prepare the hazardous materials section that will identify areas within Salinas where hazardous materials are either stored or handled. Hazards associated with the following will be discussed:
 Leaking of underground storage tanks.
 Groundwater contamination.
 Spill prevention and accidental releases.
 Hazardous waste clean-up.
 Hazardous waste transportation.
 Demolition or renovation near sites with asbestos, lead-based paint, and universal wastes.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 6 Additional Topics (Airport Safety and Emergency Preparedness) PlaceWorks will provide mapping and reporting on aviation hazards that could potentially occur at or near the San Salinas Airport, and any potential influences on existing or future operations. This section will also summarize the City’s emergency preparedness programs, including community-focused programs, City-focused programs, and automated notification systems, in addition to identifying evacuation routes per State General Plan guidelines. We will also include information on post-disaster recovery.

3.4 Climate Change Vulnerability Assessment
PlaceWorks will prepare a climate change vulnerability assessment, analyzing the current and future threat posed by natural hazards associated with climate change. The climate change vulnerability assessment will evaluate how the populations and community assets in Salinas may be harmed by these hazards, considering both direct and indirect impacts.

We anticipate that this assessment will look at drought, extreme heat, and flooding, along with agricultural pests, human health hazards, severe weather, regional wildfires and air quality impacts, and other hazards of concern to the community.

The climate change vulnerability assessment will consider the vulnerability for populations and community assets by evaluating impact (the severity of the hazard’s effects) and adaptive capacity (the ability to resist and recover from hazards), in accordance with the 2020 California Adaptation Planning Guide. This will include an assessment of historically marginalized, disadvantaged, or otherwise vulnerable communities. We will rely on an array of scientific research to conduct the vulnerability assessment, including peerreviewed scientific studies, publications from academic institutions and government organizations, and other credible local, regional, state, and federal sources. The vulnerability assessment will incorporate information gathered for other sections of the EIR, including those on agriculture, biology, energy, hazards, public services, transportation, utilities, and any other relevant topic. We will translate the impact and adaptive capacity analysis into an overall vulnerability score, which will help identify the priority populations and assets most susceptible to the effects of climate change-related natural hazards.

The climate change vulnerability assessment will serve as a foundation for adaptation strategies, which will be integrated into the Climate Action Plan as part of Salinas’ comprehensive strategy to reduce greenhouse gas emissions and address the threat of climate change. These strategies will help to increase community resilience to climate change-related natural hazards. The vulnerability assessment and the resulting strategies can be incorporated or referenced in the Safety Element of Salinas’ General Plan, satisfying State requirements to conduct a vulnerability assessment and prepare adaptation strategies as codified in Section 65302(g)(4) of the California Government Code.

PlaceWorks will prepare a summary of the climate change vulnerability assessment results.

This memo will identify the anticipated changes to climate change-related natural hazards and the population and assets most at risk of harm. It will also include mapping of at-risk areas, vulnerable population groups, and critical community assets, which may be used to support other community resilience and equity efforts.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 7 DELIVERABLES:
 Existing capacity summaries for water, wastewater, storm drainage, solid waste, electricity, natural gas and telecommunications
 Impact conclusions for utilities
 Natural resources inventory maps and reports
 Environmental hazards maps and reports
 Climate change vulnerability assessment:
 Memo summarizing climate change vulnerability assessment method, approach, and list of climate hazards and populations/assets for analysis (electronic, draft and final)
 Vulnerability assessment scoring matrix with summary memo of results (electronic, draft and final)
 Meetings with staff to discuss methods/approach memo and scoring results (phone/videoconference)
 Vulnerability Assessment Summary (draft and final, electronic) Administrative Draft EIR

4.1 Buildout Projections
Our scope of work includes a budget allotment to work with City staff to develop the buildout metrics for the General Plan. Potential tasks can include assisting with buildout modeling, attending meetings with City staff and Commissions and the community, and presenting the buildout information to discuss the importance of “getting it right” for the General Plan Horizon year.

4.2 Project Description
The introduction of the EIR will discuss the purpose, intended use, tiering and streamlining process, the environmental review process, organization of the EIR and its relation to other plans and regulations, actions required to implement the General Plan, explanation of mitigation measures, and a description of agencies that may use the EIR.

PlaceWorks will draft a project description for City staff to review and approve, with additional narrative discussing the location, and regional context of the City. This section will also discuss the general components of the General Plan, as well as the differences between the current and updated Plans, which will be presented in a quantifiable manner, as will the rest of the EIR document. The project description will expand on the purposes of the EIR for the General Plan and, will discuss the required permits and approvals needed to adopt it.

4.3 Environmental Analysis
PlaceWorks will prepare an EIR that focuses on CEQA resource categories where substantial evidence of a potentially significant environmental impact exists. PlaceWorks will analyze the following topic areas in the document.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 8 Aesthetics
The aesthetics analysis will review General Plan policies and programs that may impact scenic vistas and other resources, such as views of the hills. This section will determine whether the General Plan would have a substantial adverse effect on any protected aesthetic or visual resources. The setting will include a description of scenic views and corridors within and adjacent to the city. If necessary, mitigation measures to reduce aesthetics impacts to a less-than-significant level will be recommended in the form of additional or revised policies.

Agricultural and Forestry Resources
This section will catalog local agricultural resources, including urban agriculture. Potential impacts to these resources as a result of the proposed plan will be analyzed to determine if they pose a substantial adverse effect. These impacts may occur through direct conversion of Important Farmland, conflicts with land protected under Williamson Act contracts, or through potential indirect impacts on existing agricultural operations. In the event an impact is determined to be significant, mitigation measures shall be included to reduce the impact to as minimally significant as possible.

Air Quality and Greenhouse Gasses
PlaceWorks will prepare an air quality and greenhouse gas (GHG) emissions analysis for the Salinas General Plan Update and EIR. The analysis will be based on the current methodology of the Monterey Bay Air Resources District (MBARD) CEQA Air Quality Guidelines for projects in the North Central Coast Air Basin (NCCAB). i. Existing Emissions Inventory
PlaceWorks will prepare an existing criteria air pollutant and GHG emissions inventory for the City of Salinas. The inventory will include the following sectors.  On-Road Transportation. Buildout of the General Plan would generate criteria air pollutant and GHG emissions from an anticipated increase in trips and vehicle miles traveled (VMT) by passenger vehicles and trucks. VMT will be modeled using the California Air Resources Board’s (CARB) latest emissions factor model (EMFAC) based on data provided by the City’s traffic engineer using an origin-destination model. VMT should be provided by internal-external/external-internal and internal-internal trips for trips that start and end in the project area.
 Residential and Non-Residential Built Environment (Energy). Buildings in the City consume electricity and natural gas. Activity data provided by the Pacific Gas and Electric Company (PG&E) and the Monterey Bay Community Power Authority (MBCPA) will be used to compile the criteria air pollutant and GHG emissions inventory. GHG emissions from electricity use will be based on the latest carbon intensity available from PG&E and power content label for the MBCPA.  Water Use/Wastewater Generation. Electricity is used to transport and treat water for indoor and outdoor purposes. Additionally, treatment of wastewater generates fugitive GHG emissions. GHG emissions from this sector will be based on data available from the California Water Service (Cal-Water) Urban Water Management Plan for the City of Salinas.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 9  Solid Waste Disposal. Disposal of municipal solid waste generate indirect GHG emissions from decomposition of organic materials. This sector will be based on data available from CalRecycle for the City modeled using CARB’s latest landfill gas model.  Agriculture. This sector includes emissions from off-road agricultural equipment fuel use, fertilizer application on crops, livestock digestion (enteric fermentation and manure management), pesticide application, and agricultural residue burning.  Other Applicable Sources. Use of off-road equipment, such as those used during construction activities, in the City also generates criteria air pollutant and GHG emission.
 Permitted Sources. While industrial sources in the City generate emissions, these stationary sources are permitted sources of emissions and not under the direct or indirect control of the City. If information is available for permitted sources from MBARD, these sources will be identified within the inventory separately. ii. Future Emissions Forecasts
Once the General Plan horizon year land use statistics are compiled, PlaceWorks will conduct emissions forecasts for the General Plan Horizon Year. The emissions forecast will be based on historic information compiled for the existing conditions and forecasted based on the increase in population and employment in the City and Planning Area as a result of implementation of the General Plan. The increase in VMT will be based on the data provided by the Traffic engineer using an origin-destination model. VMT should be provided by internal-external/external-internal and internal-internal trips for trips that start and end in the project area for the “Current General Plan” scenario and the “Proposed General Plan” scenario. For the General Plan horizon year air quality and GHG forecast, PlaceWorks will consider existing regulations that reduce criteria air pollutant and GHG emissions.
iii. Air Quality, Energy, and GHG Emissions EIR Analysis The EIR will detail potential environmental impacts associated with implementation of the General Plan Update compared to the CEQA Appendix G threshold questions.

The results of the technical modeling described above will be compiled into the EIR. Model outputs will be included as an appendix. Regional emissions will be compared to the applicable thresholds. Potential localized air quality impacts from construction activities associated with implementation of the General Plan will be described qualitatively and mitigation measures will be recommended to ensure that implementation of projects under the General Plan does not expose sensitive receptors to substantial pollutant concentrations.

The NCCAB is designated nonattainment under the California and National Ambient Air Quality Standards (AAQS) for ozone (O3) and particulate matter (PM10). MBARD has adopted an Air Quality Management Plan to attain the long-term National and California ambient air quality standards. The study will include a consistency evaluation of the project’s regional emissions to goals of the AQMP adopted by MBARD. The outcomes of the Senate Bill 1000 Environmental Justice outreach will be documented in the EIR. The NCCAB is designated in attainment for carbon monoxide (CO) under both the California and National AAQS. Therefore, the air quality analysis will include only a qualitative DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 10 assessment of CO hotspots. In addition, the study will include a qualitative assessment of potential odor generators to describe potential odor impacts.

PlaceWorks will quantify energy use associated with on-road fuel usage based on the VMT provided by the City’s traffic engineer using EMFAC and energy (i.e., natural gas and electricity) based on information collected by the utilities and forecast for the General Plan for the air quality and GHG analysis. PlaceWorks will also provide an overview and review of the project’s consistency with the California Renewables Portfolio Standard Program (RPS) and other energy-related regulations.

The GHG section in the EIR will discuss the City’s commitment to reducing GHG emissions in accordance the GHG reduction goals of Senate Bill 32 (SB 32), Executive Orders S-03-05 and B-55-18, and SB 375. GHG emissions analyses continue to be an evolving area of CEQA.

We will work with the City to identify policies for the General Plan or mitigation measures, to minimize potential GHG impacts.

Biological Resources
ENVIRONMENTAL COLLABORATIVE will provide the requested biological consulting services directly under contract to PlaceWorks. Our scope for the General Plan Update will entail: 1) initial review of existing information on resources occurring in the Sphere of Influence; 2) preparation of a background report and planning recommendations; 3) input into the goals and policies of the General Plan Update, as appropriate; and 4) preparation of the Biological Resource section for the EIR. The following provides an outline for our scope.
 Collect and review existing information on biotic resources in the planning area.

Information sources will include: the Biological Assessment – Existing Conditions Report and the Biological Assessment – Impact Analysis City of Salinas General Plan prepared by Biotic Resources; records on occurrences of special-status taxa and sensitive natural communities maintained by the California Natural Diversity Data Base (CNDDB) of the California Department of Fish and Wildlife (CDFW); records on sensitive resources available from the California Native Plant Society, the City and County, CDFW, and the U.S. Fish and Wildlife Service (USFWS); environmental documentation for specific development applications within the City’s sphere of influence; wetlands mapping prepared as part of the National Wetland Inventory of the USFWS; and habitat mapping prepared as part of the CALVEG program of the U.S.

Forest Service.
 A limited field reconnaissance will be conducted by vehicle survey where necessary to generally review locations within the planning area. However, no detailed surveys or mapping is proposed as part of this scope or is believed necessary, given the general planning level analysis involved in the General Plan Update. Detailed surveys and mapping of areas could be performed under an expanded scope, if considered useful by the City to further refine biological and wetland constraints.  Prepare a Background Report describing biological and wetland resources in the planning area. The report will provide information on vegetation types, wildlife habitat, potential for special-status species and jurisdictional wetlands, and any other important biotic features. General recommendations will be prepared addressing known sensitive resources, and possible need for further investigation to confirm presence or absence of potential resources. Staff from PlaceWorks will work with me to consolidate available GIS data into maps for use in the assessment process. These DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 11 include maps on vegetation and wetlands, as well as known occurrences of sensitive natural communities and special-status species based on mapping from the CNDDB records.
 Provide input into the General Plan Update. This will include working with PlaceWorks staff in developing appropriate updated policies and actions necessary to identify, avoid, and as mitigate potential impacts to sensitive biological and wetland resources.  Prepare the Biological Resource section of the EIR. The Plan will presumably be selfmitigating through implementation of updated goals and policies, and site-specific analysis of individual projects or preparation of comprehensive mitigation programs.

No habitat conservation plans or other detailed mitigation programs are proposed as part of this scope.

Cultural Resources
i. Cultural Resources Technical Study
Albion will assist the PlaceWorks team by conducting cultural resources technical studies as a part of Environmental Studies and Analyses task outlined in the RFP. Our study will include background research, Native American outreach, development of a cultural resource sensitivity model, and a technical report. PlaceWorks staff will edit the technical report into the EIR chapter.
a) Background Research
A detailed records search at the Northwest Information Center at Sonoma State University for information on known cultural resources and previous studies within a �/�‐mile radius of the planning study area, including resources listed on national, state, and local heritage inventories, will be conducted by Page and Turnbull, and Albion will process that data internally. We will also conduct background historical research and examine archival maps and photos to investigate any evidence of either precolonial or historic period materials.

Background research will also be conducted in order to support the sensitivity assessment.

We will identify, compile, review, and integrate new and existing information (e.g., available published data or reports), historical maps, geologic maps, soil maps, and related data relevant for assessing the potential for archaeological sites in and near the City limits. b) Sensitivity Model
After the background research has been synthesized, Albion will create an archaeological sensitivity model that encompasses all areas within the planning study area. We will use environmental factors such as surface slope, distance to known perennial water sources, and the distance to perennial stream confluences. These factors will be analyzed using a GIS system. This model will then be combined with relevant data from soil surveys and Quaternary geology maps to estimate the age and extent of the deposits exposed at the surface within the planning study area. The sensitivity model will utilize attributes that can provide guidance for determining the general sensitivity for archaeological sites to exist within the planning study area.
c) Technical Report
The results of our background research and the sensitivity model will be compiled into a technical report to be used for regulatory compliance in the environmental review process.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 12 The report will, at a minimum, meet the Secretary of the Interior's Standards for Archaeological Documentation and will be developed in accordance with the California Department of Parks and Recreation, State Office of Historical Preservation’s Archaeological Resource Management Reports: Recommended Contents and Format (1992). The report will contain the following elements:
 Executive summary;
 Description of proposed undertaking/project and its purpose;  Background contexts or summaries including natural and cultural settings;  Description of methods;
 Site sensitivity map, indicating the estimated potential for archaeological sites in the planning study area as determined by the modeling parameters;  Results of the records search;
 Maps and graphics that clearly delineate precise locations of cultural resources within the planning study area;
 Conclusions and management considerations;
 References cited; and
 Appendix A: the results from the Sacred Lands File search and NAHC outreach efforts organized into single confidential communication log to be given to the City. ii. Historic Resources
Page & Turnbull will review the Community Design Element and Conservation/Open Space Elements of the 2020 General Plan, the 2020 General Plan EIR (August 2002), the Historic Resources Board ordinance, and any existing conditions reports or other background materials related to cultural resources that may be produced in preparation for the Comprehensive General Plan update. We will participate in conference calls and meetings with PlaceWorks and City staff to discuss key issues related to cultural resources, as well as historic preservation program goals. We will assist PlaceWorks in developing the Comprehensive General Plan Update Administrative Draft EIR. We will conduct a detailed records search at the Northwest Information Center at Sonoma State University for information on known cultural resources and previous studies within the plan study area, including resources listed on national, state, and local heritage inventories. We will contribute to the chapter by preparing the environmental setting and impact analysis for historic resources.

Tribal Cultural Resources
A working relationship with the Native American community and individual tribal representatives is essential to the success of the cultural resource program. To assist the City, Albion will conduct a Native American Heritage Commission (NAHC) Sacred Lands File Search for the Project. Albion will draft Assembly Bill 52 (AB 52) and Senate Bill 18 (SB 18) consultation letters on behalf of the City, and work with the City to finalize the letters that City staff will distribute.

Energy
This section will include the Energy analysis described above in 4.3.c, Air Quality and Greenhouse Gasses.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 13 Geology and Soils
PlaceWorks will prepare the “Setting” section of the EIR, relying on the existing conditions data collected. It is expected that geologic impacts may relate to seismic shaking, liquefaction, erosion, expansive soils, and subsidence. Potential seismic impacts, including ground shaking, surface rupture, liquefaction, and landslides will be described, as well as impacts to potential paleontological resources. Additionally, potential impacts related to geotechnical soil properties, such as erosion, expansive soils, and subsidence will be described. PlaceWorks will review the draft General Plan policies pertaining to geology, soils, and seismicity, and suggest revisions to these policies or new policies, if necessary, in order to mitigate potential geotechnical impacts.

Hazards and Hazardous Materials
PlaceWorks will evaluate potential impacts associated with the use of hazardous materials during construction and land use operations. Potential impacts associated with development in areas with known or potential subsurface contamination and associated with aviation hazards, wildland fires, and emergency response and evacuation procedures will also be discussed. Potential public health and safety concerns in the city also may include demolition or renovation of buildings containing hazardous materials, and the proper management of hazardous materials during construction and land use operations.

Mitigation measures will be described as appropriate.

Hydrology and Water Quality
The hydrology section of the EIR will include the regulatory framework, regional and sitespecific hydrological setting of the area, stormwater drainage characteristics, water quality data (both surface and groundwater), local receiving water bodies, pollutants of concern based on changes in land use, and flooding hazards. Pertinent local plans, laws, and regulations pertaining to hydrology and water quality will be identified, including the City of Salinas’ Municipal Code Chapter 29, Storm Water Management and Discharge Control Ordinance and Monterey County Regional Stormwater Management Program, which implements the requirements of the Phase II Small MS4 permit. It is assumed that the City will provide information regarding the storm drain system and the Stormwater Master Plan and advise of any constraints associated with future development within the General Plan area. In addition, future planned development within the General Plan area will be assessed in terms of the following:
 Potential increases in runoff volume with increases in impervious surfaces  Potential degradation of water quality associated with urban pollutants  Alterations in drainage patterns resulting in erosion, siltation, or flooding.

Mitigation measures that would reduce or eliminate any of the potential impacts will be identified and the incorporation of Best Management Practices (BMPs) and Low Impact Development (LID) will be considered for future development. The section will be prepared under the direction of a Registered Engineer in the State of California.

Land Use and Planning
The land use and planning sub-task is meant to determine if the proposed General Plan will physically divide any existing community within Salinas. Consistency between the proposed plans and existing plans, regulations, and local and regional laws will be checked to ensure there are no conflicts. Analysis of the proposed plans will address significant DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 14 changes to policies or mapping that may alter the land use and planning sections of the preexisting General Plan used in the City. Secondary land use impacts from any proposed changes will be measures in association to an increase in traffic, noise, and emissions, and policies will be introduced in this sub-task that will help mitigate these effects.

Mineral Resources
PlaceWorks will work to gather an up-to-date list of all known mineral resources within the City by using City staff records and related documents. These known mineral sources will be compared to areas of the General Plan that may impact the integrity of these resources.

This may include any proposed land use changes that would disturb or extract any mineral resources. In the event that a land use change is expected to disturb a mineral resource, mitigation measures will be included to reduce the effect.

Noise
PlaceWorks will prepare the noise and vibration technical analyses to support the Salinas General Plan Update. The EIR will discuss relevant standards and criteria for noise exposure, including those in the General Plan Noise Element and in the Municipal Code.

The noise analysis will include a field study and development of updated traffic and rail noise contours. The results of this analysis will be summarized in the EIR and modeling will be provided in an Appendix.

The primary source of noise in the City is traffic on major arterials and highways, including SR-101, SR-183, SR-68, and local roadways. PlaceWorks will identify major sources of noise in the City and document existing noise levels. PlaceWorks will conduct a noise measurement survey to acquire ambient noise level data. The ambient noise measurement survey will consist of up to 12 short-term (15-minute) locations and 5 long-term (48-hour) locations. These measurement locations will be selected by PlaceWorks, in coordination with City staff, and will take into consideration the major roadways, rail, as well as stationary sources of noise. The field data will provide baseline noise levels and will be used to supplement and validate noise modeling conducted for the EIR. Due to the COVID-19 pandemic, noise monitoring is dependent on this developing situation and its effect on traffic patterns. Depending on the schedule and the evolving pandemic situation, alternatives to noise monitoring may need to be considered to characterize the ambient noise environment such as traffic noise modeling.
i. Transportation Noise
PlaceWorks will model existing and Plan buildout traffic noise levels using a version of the U.S. Federal Highway Administration (FHWA) Traffic Noise Prediction Model. PlaceWorks will develop noise contours based on the existing traffic data and future forecasts. The EIR will identify areas along roadway segments that would be exposed to noise levels above established criteria. Existing and future noise from rail operations will be characterized using the Federal Transit Administration (FTA) and the Federal Railroad Administration (FRA) noise models and available passenger and freight operational data. Existing noise from aircraft overflights at the Salinas Municipal Airport will also be evaluated using available data. No detailed modeling of airport noise is proposed.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 15 ii. Stationary Noise
Noise impacts from non-transportation sources will be evaluated on a programmatic level, qualitatively based on local noise standards. PlaceWorks will analyze noise impacts from non-transportation sources such as major commercial and industrial uses in terms of potential impacts to nearby noise-sensitive receptors and the noise limitations identified within the City’s Municipal Code.
iii. Construction Noise and Vibration
PlaceWorks will provide a qualitative analysis for potential construction impacts associated with buildout of the Plan. Future noise and vibration effects from construction activities will be discussed in terms of accepted standards from the U.S. Federal Transit Administration (FTA). Feasible mitigation measures will be identified to minimize noise and vibration impacts associated with buildout of the Plan.

Population and Housing
This sub-task of the EIR will focus on ensuring that the housing and employment opportunities proposed in the General Plan will meet the goals set forth locally and regionally, as well as addressing future imbalances between the jobs and housing growth, commercial growth stimulating housing demand, and potential displacement.

Public Services
PlaceWorks will use the existing public services conditions Tasks 3 to complete an analysis of the City as-is and in the future, accounting for changes proposed by each plan. Any concerns expressed by service providers will be addressed and mitigated to the fullest extent possible. Secondary impacts associated with the construction of new public facilities will be addressed, with mitigating policies and programs being identified when needed.

Parks and Recreation
PlaceWorks staff will use City-collected parks and recreation data to determine the existing status and demand of parks. Proposed population changes and housing distribution as part of the proposed plans will be compared to the existing conditions to determine if additional park facilities are needed.

Transportation
PlaceWorks is prepared to incorporate the transportation and traffic studies and existing conditions documented by the transportation consultant into the EIR. PlaceWorks will ensure the data collected, and any changes to the transportation element of the General Plan are adequate to address the transportation needs anticipated in the future.

Thresholds of significance will be based on a VMT model as required by SB 743, ensuring there are several alternatives presented by the transportation consultant that will adequately represent the dynamic needs of the Salinas transportation system.

Utilities
The utilities section of the EIR will rely partially on the Water Supply Assessment and Existing Infrastructure Capacity studies prepared in Tasks 3.1 through 3.3 above. This DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 16 section will provide the regulatory setting and impacts associated with water supply and demand, wastewater infrastructure, stormwater drainage, and solid waste disposal. The utilities section will include additional information from the Urban Water Management Plans (UWMPs) for the water service providers – California Water Services and Alco Water Service; the Sanitary Sewer Master Plan and the Sewer System Management Plan for the City of Salinas; the Monterey One Water (M1W) wastewater treatment plant; the City of Salinas Storm Drain Master Plan; and CalRecycle Solid Waste Information System.

The utilities section will include existing conditions for water, wastewater, storm drainage, and solid waste and the identification of any constraints associated with the proposed General Plan Update. The section will include water and wastewater demands with the proposed buildout as compares to existing supplies and sewer/wastewater treatment capacities. Groundwater issues associated with water supply will also be considered and the reduction in water usage with conversion of agricultural land to other land uses will be evaluated. Best Management Practices (BMPs) and Low Impact Development (LID) measures will be considered in determining the potential for additional stormwater with the proposed buildout. In addition, the capacity of Johnson Canyon Landfill to accept solid waste and the State and local solid waste diversion programs will be considered in determining potential solid waste impacts.

Wildfire
PlaceWorks will summarize the results of the wildfire mapping from Task 3.5 above to address the significance criteria addressing wildland fire risk.

4.4 Cumulative Analysis
Cumulatively, the EIR will address the overall impacts and implications the projects may have on regional growth for Monterey County and the AMBAG region a. This analysis will consider the potential growth-inducing elements of each plan and appropriate conclusions will be prepared to fulfill CEQA requirements related to unavoidable significant impacts, significant irreversible changes, short and long-term productivity, and effects believed to be insignificant.

4.5 Alternatives Analysis
The PlaceWorks team will evaluate alternatives in the EIR that focus on citywide General Plan alternatives. A “No Project” alternative will be included while other alternatives will be produced through the planning process and various community engagement strategies throughout the process, ensuring discussion of the benefits and drawbacks of each cited alternative. Additionally, each alternative will be consistent with the objectives outlined in the project description.

4.6 Administrative Draft EIR
PlaceWorks will prepare an Administrative Draft EIR and submit it electronically to City staff for review and comment. The impact analysis will be comprehensive and cover all CEQA requirements. Significance criteria will be identified for each impact topic based upon thresholds of significance identified in Appendix G, Environmental Checklist Form, of the State CEQA Guidelines and identified in the scoping process.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 17 Impacts and mitigation measures will be organized and discussed by topic. For each identified environmental impact, a set of feasible mitigation measures will be recommended. Pertinent calculations and technical information will be provided in attached appendices.

The ADEIR will cover the following topics:
 Executive Summary. PlaceWorks will create a summary in a form consistent with CEQA Guidelines Section 15123, Summary. This summary will facilitate a quick understanding of environmental issues and the actions required to mitigate potential impacts. It will include a summary table of impacts, mitigation measures, and levels of significance before and after mitigation.
 Project Description. The Administrative Draft EIR will include the project description drafted for the project as part of Task 5.3.
 Setting, Impacts, and Mitigation Measures. The existing setting information, impact analyses, and mitigation measures will be combined to create chapters describing environmental consequences for each CEQA-required topic.  Alternatives Evaluation. The alternatives evaluation chapter will include a tabular comparison of the alternatives impacts, and a qualitative comparison in adequate detail to provide meaningful distinctions and conclusions.  CEQA-Mandated Sections. PlaceWorks will prepare assessment conclusions to meet CEQA Guidelines for the following mandatory findings:
 Cumulative Impacts
 Growth Inducement
 Unavoidable Significant Effects
 Significant Irreversible Changes
 Impacts Found Not to be Significant
 Organizations and Persons Consulted. This chapter will include agencies and persons contacted and literature reviewed.
 Report Preparers. This chapter will identify the consultants and staff who prepared the EIR.

Potential significant impacts anticipated to occur as a result of the proposed General Plan and Downtown Precise Plan will be mitigated to be less than significant as much as possible. In the event that potential significant impacts remain, new policies and programs will be proposed to further mitigate the potential impacts. PlaceWorks focus is to develop a “self-mitigating” plan to the greatest extent possible.

The Administrative Draft will be submitted to City staff for review and comment.

DELIVERABLES:
 Final buildout projections
 Draft and final Project Description
 Administrative Draft EIR
DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 18 Draft EIR & Public Review

5.1 Screencheck Draft EIR
Once staff comments have been received, PlaceWorks will revise the EIR to reflect comments and concerns expressed on the Administrative Draft. A Screencheck Draft will be prepared as a second copy in which City staff will once again review and provide redlined comments and revise formatting.

5.2 Public Review Draft EIR
Revisions to the Screencheck Draft will be incorporated by PlaceWorks to prepare an official Draft EIR to be circulated for public review and comment. The revised document will be known as the Public Review Draft EIR (DEIR).

PlaceWorks will complete a Notice of Completion, for electronic distribution to the State Clearinghouse, which will begin the 45-day public review period. We will coordinate with the city on circulation to other responsible agencies contacts listed on the project mailing list.

5.3 Public Review
During the CEQA‐required 45‐day public review period, Steve Noack will attend a public at which he will present the EIR findings and note comments received at the hearing.

PlaceWorks will prepare a PowerPoint presentation for the hearing.

5.4 Administrative Final EIR
Once the public review period has ended, PlaceWorks will prepare the Administrative Draft Final EIR, collaborating with other related consultants to ensure all public comments are addressed in the respective plans they are related to. PlaceWorks is prepared to lead the effort in responding to public comments and delegating the information to City staff and other project team members.

The Final EIR will include a compilation of the public comments received, as well as any clarifications or corrections expressed in the DEIR phase. A Screencheck Draft of the Final EIR will be provided to City staff for final revisions.

5.5 Final EIR
Based on City comments on the Administrative Final EIR, PlaceWorks will make revisions to prepare the Final EIR.

5.6 MMRP
If required, PlaceWorks will prepare the Mitigation Monitoring and Reporting Program for review by City Staff.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 19 DELIVERABLES:
 Screencheck Draft EIR
 Draft EIR
 Notice of Completion
 Presentation on the Draft EIR, and facilitated comment period  Administrative Final EIR
 Final EIR
 MMRP
Certification

6.1 Findings
PlaceWorks will prepare draft Findings of Fact, and a Statement of Overriding Considerations, in the event that significant and unavoidable impacts are identified during the environmental review process.

6.2 Certification Hearings
After the Final EIR has been released, PlaceWorks will attend one public hearing of the Planning Commission as part of the Plan adoption and the EIR Certification process.

PlaceWorks is available to attend any additional public hearings that may be necessary.

Additionally, PlaceWorks will attend up to two noticed public hearings of the City Council in which the Council will consider the recommendation made by the Planning Commission to adopt the proposed plan and EIR. PlaceWorks is prepared to prepare supplemental responses to comments made by the Planning Commission, and is available to assist City staff in the presentation and answering Council questions regarding the EIR. Editing of the Final EIR per Council directions will be completed if necessary.

6.3 NOD
Following EIR certification, PlaceWorks will prepare a Notice of Determination for signature by the City and will file in both the County Clerk office and the State Clearinghouse.

DELIVERABLES:
 Draft and final findings of fact
 Draft and final statement of overriding considerations  Presentation on Final EIR
 Notice of Determination
DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 20 SCHEDULE
With the stated completion date of December 2023, the project will require a consistent communication and reporting regime between the general plan managers, support staff, and consultants, including the EIR team. Certain aspects of the CEQA schedule will be dependent on the progress of the General Plan, as key details of the plans will be needed in order to develop a stable and finite Project Description and provide the parameters needed to guide the environmental analysis. In addition, the City may wish to align the release of certain planning documents with the release of certain CEQA documents.

If desired by the City, PlaceWorks will develop a project schedule using MS Project.

PlaceWorks will develop the CEQA schedule and input key milestones in the General Plan update processes. MS Project schedules clearly highlight the critical path for a project and facilitate easy sharing and update by individual task. Additionally, detailed subtasks can be “collapsed’ to generate less detailed project schedules for City personnel or decision makers who may not need or be interested in the minutiae of the project schedule and management. Note: Hours for this task are included in Task 1.5, General Plan Staff Assistance in the Cost Table.

PlaceWorks proposed schedule for completion of the Salinas General Plan EIR is shown in Figure 1. This schedule is intended to show the anticipated durations of the key tasks listed in this scope of work, including projected City staff review periods. The schedule does not reflect the corresponding General Plan tasks.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 21 FIGURE 1 SCHEDULE (EIR)
4/2 4/9 4/16 4/23 4/30 5/7 5/14 5/21 5/28 6/4 6/11 6/18 6/25 7/2 7/9 7/16 7/23 7/30 8/6 8/13 8/20 8/27 9/3 9/10 9/17 9/24 10/1 10/8 10/15 10/22 10/29 11/5 11/12 11/19 11/26 12/3 12/10 12/17 12/24 12/31 1/7 1/14 1/21 1/28 2/4 2/11 2/18 2/25 3/4 3/11 3/18 3/25 4/1 4/8 4/15 4/22 4/29 5/6 5/13 5/20 5/27 6/3 6/10 6/17 6/24 Project Management & Meetings
Kick Off Meeting
Progress Meetings
Optional EIR 101 Community Webinar (prior to Public Draft EIR) Initial Study and Scoping Meeting
Apr-21 May-21 Jun-21 Jul-21 Aug-21 Sep-21 Oct-21 Nov-21 Dec-21 Jan-22 Feb-22 Mar-22 Apr-22 May-22 Jun-22 Notice of Preparation
Initial Study Report
30-day NOP Public Comment Period
Public Scoping Meeting
Draft Environmental Impact Report
Confirm Thresholds of Significance
Project Description
Cultural & Tribal Cultural Resources Technical Report
Historical Resources Technical Report
Biological Resources Technical Report
Noise Modeling and Analysis
Air Quality and GHG Modeling and Analysis
Administrative Draft EIR
Screencheck Draft EIR
Public Draft EIR
45-day Comment Period
Public Meeting on Draft EIR
Final Environmental Impact Report
Response to Comments
Administrative Draft Final EIR
Screencheck Draft Final EIR
Administrative Draft MMRP
Public Review Final EIR
Final MMRP
Draft Findings of Fact & Statement of Overriding Considerations Final Findings of Fact & Statement of Overriding Considerations Public Hearings (Planning Commission and City Council)
LEGEND
City Review
PlaceWorks
Environmental Collaborative
Page & Turnbull
Albion
Public Review Period
Meetings/Hearings
DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 22 CLIMATE ACTION PLAN

SCOPE OF SERVICES
The City will address climate vulnerability, adaptation, and resiliency as part of the General Plan. The PlaceWorks team will support City staff by preparing a climate change vulnerability assessment (scoped as part of the Environmental Impact Report) and supporting staff with development of climate adaptation and resiliency goals, policies, and implementation programs. Our support for adaptation policy development is included in Task 3 of this scope of work.

PlaceWorks understands the City will assume ownership of all reports, analyses, and documents prepared for the CAP by the PlaceWorks team.

Project Management

1.1 Kick-off Meeting and Review of Existing Documents
PlaceWorks will initiate the project by scheduling a project kick-off meeting to allow for a review of project goals, communication protocols, project schedule, work plan, data needs, and status of current and planned efforts that are relevant to the project. This discussion will establish the preferred methods for data collection and coordination. This meeting will establish the project management procedures, including invoicing terms and communication protocols.

In advance of the meeting, the PlaceWorks team will review key City plans and background information to assess and have a shared understanding of the City’s existing climate mitigation work. We anticipate reviewing the existing General Plan and CAP (including any updates or reviews), the City’s budget and capital improvement program, and other appropriate planning documents. We will also review the City’s past GHG emissions inventories, and other activity datasets.

As part of the kick-off meeting, PlaceWorks will review the City’s proposed approach to engaging City staff, advisory bodies and decision-makers, and community stakeholders in the preparation and review of the CAP and opportunities for the PlaceWorks Team to support outreach led by the City team.

1.2 Project Management and Check-in Meetings
Consistent and regular communication between City staff and the PlaceWorks team throughout the project will provide the opportunity for the project team to coordinate and keep the project moving forward on time and within budget. At the project kick-off meeting, we will establish a regular schedule for project check-in calls. We offer meeting flexibility to match project needs by conducting a mix of phone, in-person (dependent on DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 23 state, regional, and local public health orders and advisories), and web-based check-in meetings as appropriate to the task. Prior to each meeting, we will work with staff to draft an agenda, determine the most appropriate format, and identify the necessary participants to best meet the needs of each meeting.

1.3 General Plan Update and EIR Coordination with City staff and Consultants
PlaceWorks understands City staff will lead a comprehensive update of the General Plan with broad community engagement beginning this spring. The City is seeking consultant assistance with preparation of the CAP and Environmental Impact Report at this time.

Additional technical consultants could be engaged later. Based on our experience working on CAPs concurrent with General Plan Updates, we know that coordination and collaboration across the project teams will be critical to the success of all projects. As part of this task, we anticipate coordination with the larger General Plan and EIR team by phone and video conference throughout the project, averaging one call a month.

Deliverables:
 Kick-off meeting attendance (phone/video conference)
 Kick-off meeting agenda and summary (electronic, draft and final)  Participation in regular project coordination meetings (bi-weekly, phone/video conference).
 E-agendas and action item summaries for coordination meetings (electronic).  Monthly progress memos and invoices
 Coordinate calls/video conferences with the General Plan and EIR teams, monthly Community Engagement Assistance

2.1 Support to City staff for Community Outreach and
Engagement
As noted in the RFP, City staff will be responsible for leading community engagement, including facilitation of the Climate Action Plan Subcommittee of stakeholders who will help steer the document. The City requests consultant assistance with creating presentations, materials for workshops, social media, surveys, and other engagement tools, and assisting with developing strategies to communicate the importance of climate action in a way that connects with the lived experience of the Salinas community.

We understand community outreach and engagement for the General Plan and CAP has initiated with the preparation of a Community Engagement Plan and that meetings of the General Plan Steering Committee and supporting committees could begin in April 2021 and continue throughout the planning process. Through this process the PlaceWorks team will partner to support ongoing education and information sharing with staff, advisory body members, elected officials, and community members in support of meaningful engagement and input to support preparation of the CAP goals and strategies. Our approach and budget will support a mix of engagement opportunities which we look forward to confirming with City staff. Our team has extensive experience with community outreach and engagement for General Plan updates and CAPs. Based on our experience and discussion with City staff, our scope and budget assume PlaceWorks will prepare DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 24 creative and engaging content for flyers, workboard posters, PowerPoint presentations, websites, and other engagement tools as requested by staff.

In our experience with similar plans, our team has found focused stakeholder engagement to be important to ensuring a climate action plan is implementation ready. Engaging business owners, employers, and other community partners early in the process supports development of strategies that build upon the community successes and lessons learned, leverage existing and potential programs that share CAP goals and/or co-benefits, reflects shared values, and ensures a collaborative approach to implementation. Types of stakeholders include representatives of developers, partner public agencies (transit operators, utilities, county agencies, etc.), environmental groups, community groups, and major employers. PlaceWorks can support focused stakeholder engagement in lieu of community-wide outreach events if requested by City staff.

City staff are an important stakeholder in the CAP preparation process as well. We recommend engagement of staff from all City departments during one or more phases of the project. It will be helpful to identify key staff in various departments to support strategy development and plan review. Staff will be on the front line of implementation and our experience has shown that effective implementation occurs when staff responsible have participated in designing and development of policies and strategies. Our approach to this scope of work assumes that the City’s CAP point of contact will facilitate staff engagement in key tasks, and at a minimum will review of work products produced by the PlaceWorks team. Tasks 3 and 4 note opportunities for meetings with staff as applicable.

Our budget for this task assumes 80 hours of PlaceWorks staff time. If City staff does not require 70 hours of assistance for engagement, this time can be redirected to other tasks or not billed. If the City requires additional support from the PlaceWorks team, it can be provided on a time-and-materials basis, from the contingency budget, at the direction of City staff. PlaceWorks will conduct this task as directed by City staff.

2.2 Attend Community Workshops and/or Meetings of the CAP Subcommittee, Advisory Body, and City Council
PlaceWorks will coordinate with staff to support information updates and presentations to the community, CAP Subcommittee, advisory bodies, and the City Council. We understand the City would like the consultant team to attend at least four community meetings, workshops, commission, or Council meetings.

Our budget for this task supports preparation for and in-person attendance of one member of the project management team at four meetings. The meetings will be determined by City staff. Cost for in-person attendance includes 3 – 4 hours of travel time from Berkeley or San Luis Obispo to Salinas (roundtrip), up to 4 hours for meeting participation, 2 - 4 hours of preparation, and 1 -2 hours of de-brief or summary preparation for a total of 14 hours per meeting per person. These estimates are based on our extensive experience providing support to similar meetings during preparation of CAPs. If participation of PlaceWorks team members will be virtual rather than in-person, hours saved for travel can be applied to additional meeting support if desired by City staff. Support for additional meetings can be provided on time-and-materials basis, from the contingency budget, at the direction of City staff.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 25 2.3 Lead Community Climate Action Planning 101 Webinar PlaceWorks will coordinate with staff to support information updates and presentations to the community, including preparation and hosting of Climate Action and Adaptation Planning 101 Webinar (aka “CAP 101”). For the community “CAP 101” webinar, our team will modify the “CAP 101” training we provided to City staff in August 2020. We will ensure the content and approach is accessible to non-technical stakeholders. Our team has extensive experience presenting complex material simply and translating the content of GHG inventories and strategies into relatable day-to-day experiences. Our team also has experience organizing and leading citizen planning academies, planning commissioner trainings, and teaching college students, all experience that will inform our approach to presentations to the community, including the “CAP 101” webinar.

Our budget for this task includes preparation of PowerPoint slides, speaking notes, review with City staff, identification of community resources, and facilitation and presentation of the webinar. We assume three PlaceWorks staff will support the webinar series with content development and presentation. We are assuming up to four hours of webinar time, which could be presented as a half-day training or two sessions of 90 minutes to 120 minutes each. This is assumed to be a virtual training series and does not include travel time or in-person meeting attendance.

2.4 Support City staff with English to Spanish translation and interpretation
The City has been successful communicating with residents in English and Spanish and integrating a bilingual approach into its planning and community engagement processes.

The RFP notes that City staff could use support with English to Spanish translation and interpretation. Our project team includes bilingual staff able to support with translation of shorter deliverables, such as flyers, surveys, handouts, social media or website content, and conversation interpretation, including facilitation of small discussion groups, notetaking in Spanish, and similar activities (maximum 8 pages of content in one document). We look forward to talking with staff and identifying how our bilingual staff can support the City’s CAP and General Plan teams. Our team has experience with Spanish only meeting facilitation and communication as well as English to Spanish translation and interpretation.

Our budget for this task assumes 30 hours of PlaceWorks staff time. If City staff does not require 32 hours of assistance for engagement, this time can be redirected to other tasks or not billed. If the City requires additional support from the PlaceWorks team, it can be provided on a time-and-materials basis, from the contingency budget, at the direction of City staff. PlaceWorks will conduct this task as directed by City staff.

Deliverables:
 Communication materials and content for website, workshops, and other activities as noted in Task 2.1.
 PowerPoint presentation, recording, and hosting of climate action and adaptation planning 101 webinar(s) for community as scoped in Task 2.3.  Support to staff with preparation of staff reports for CAP-related updates and presentations to the Planning Commission and City Council. Support to staff for preparation of resolutions for Planning Commission and City Council public hearings. (Up to two meetings)
DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 26  Presentations and attendance at four community meetings, workshops, or commission meetings, including one Steering Committee meeting and one Planning Commission meeting.
 Support to staff for preparation of content for public notices related to meetings PlaceWorks staff attend.
 Attendance and participation by the project manager or assistant project manager at public workshops or equivalent events, stakeholder meetings, staff meetings, advisory body meetings, and city council meetings and public hearings. Additional staffing for community workshops and similar events will respond to the budget for each activity. (Four meetings/events)
Additional Data Collection and Forecasting

3.1 Review and Update GHG Inventory and Forecasts
PlaceWorks had the opportunity to work with the City and the Institute for Local Government in 2020 to initiate preliminary activities of the CPA, including review of the existing inventories prepared by the Association of Monterey Bay Area Governments (AMBAG) for the years 2005, 2010, 2015, and 2017. The inventories are adequate for use as the foundation for the CAP and the General Plan, although for consistency with CEQA requirements, a recent year inventory will need to be used and expanded upon. The City’s inventories show a 21% decline in GHGs from 2005 to 2017. We anticipate taking the most recent year GHG inventory provided by AMBAG, ideally for 2019, and adding GHG emissions for off-road equipment, agriculture, and solid waste to ensure the GHG inventory can support the CAP and the General Plan EIR. In addition, the transportation numbers will be revised to use updated VMT figures generated from the best-available traffic model from the City’s selected transportation consultant for the General Plan. This work will include estimating GHG emissions from Salinas’ sphere of influence, extrapolating from the GHG emissions for the area within the city limits.

As part of our work with the City in 2020, PlaceWorks forecast GHGs from the most recent inventory year to 2030, 2040, and 2050. Our forecast relied on AMBAG’s projections for growth in population, households, and jobs through 2050. The forecast should be updated to incorporate any changes to the projections resulting from the update to the General Plan. This includes any change in GHG emissions that may occur from development on land currently outside of Salinas but which may become incorporated into the city through annexation. PlaceWorks will prepare a brief technical memo to summarize the inventories and forecasts.

3.2 Prepare GHG Reduction Targets
Based on the results of the inventory and forecast, PlaceWorks will identify options and present a recommendation for 2030, 2040, and 2050 GHG-reduction targets consistent with state law and guidance. Senate Bill 32 establishes a statewide GHG-reduction target of 40 percent below 1990 levels (comparable to 49 percent below 2005 levels). The state has established a goal of reducing emissions 80 percent below 1990 levels in Executive Order S-03-05 and reaffirmed this goal in Executive Order B-30-15 but has not yet codified it or any other post-2030 goal into law. We will also be mindful of revised or additional goals that may be established or codified by the State over the course of this project.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 27 The City has discretion to select its GHG reduction targets for a qualified GHG reduction strategy but must provide substantial evidence to support its targets. The PlaceWorks team will review options for the City, including a carbon-neutral target, and present those for consideration by staff and community stakeholders. The recommendation will compare the recommended targets against the results of the GHG inventories and forecast.

3.3 Identify and Quantify Existing and Planned Emission Reductions
As part of our work with the City in 2020, PlaceWorks estimated GHG reductions from four state programs (Renewables Portfolio Standard, Clean Car Standards, Building Standards Code changes, and zero emission bus standards) and the regional community choice energy program, Central Coast Community Energy.

As part of the CAP, PlaceWorks will expand quantification of the state and regional programs. This includes actions that have been implemented since 2018, as well as actions that have not yet begun but are planned for future years. We will look at projected shortterm and long-term changes to 3CE’s energy portfolio and emissions factor as a part of this work. We will use the reductions from these existing and planned actions to better understand progress that Salinas has made toward future GHG-reduction targets and to identify the gap that remains to be closed by new and revised GHG-reduction strategies.

We will use the GHG reductions from these efforts as a foundation for developing additional GHG-reduction strategies.

3.4 Draft GHG-Reduction Strategies
PlaceWorks will work with City staff to prepare GHG-reduction strategies that create a comprehensive approach to reduce its GHG emissions to meet the City’s targets. All reduction strategies will be prepared consistent with the community’s desire for actionable and achievable GHG-reduction efforts. We expect that some of these reduction strategies will be informed by the General Plan Update and be revised to reflect achievements and new opportunities.

The new and updated strategies will advance emerging issues, such as increased fuel switching in the existing built environment and transportation sector, adoption of new renewable energy technologies, a robust move toward zero waste, significant advances in mobility technologies and behaviors, increased deployment of connected “internet of things” devices, and many other transformations. The PlaceWorks team will coordinate with City staff to review and integrate (as revised and applicable) feasible strategies presented in City plans and programs adopted or implemented since approval of the City’s CAP, and strategies implemented in CAPs adopted by other cities in the region.

Although we know that technology will advance beyond our assumptions, providing some uncertainty, we recognize that the intent of the CAP is to accelerate GHG reductions and to continue to serve as a qualified GHG-reduction strategy. As a result, the reduction strategies must continue the tradition of the adopted CAP and be actually implementable rather than a “concept” plan that demonstrates ambition but is of no practical use. The PlaceWorks team will, first and foremost, prepare GHG-reduction strategies that are achievable and realistic. These strategies will reflect the City’s land uses and building types, economic characteristics, community values, and opportunities to leverage the resources DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 28 of regional partners for implementation support. In addition to achieving short-term and long-term GHG reductions, we understand that these strategies can advance other community objectives, known as co-benefits. This includes GHG reduction strategies that also support increased resilience to climate change hazards.

We will prepare new and revised GHG strategies in coordination and collaboration with City staff. We will review the existing strategies with staff, using a questionnaire and facilitated discussion, to provide staff an opportunity to share the City’s experience with implementation and perceived effectiveness of each strategy. We will meet with staff virtually to identify issues and brainstorm new reduction strategies. As a part of this effort, we will allow City staff to view different levels of implementation for each strategy, supporting efforts to achieve the greatest level of GHG reductions while remaining feasible and appropriate for Salinas.

For all sectors and topics, the PlaceWorks team will present a matrix of draft strategies to City staff for review. The initial draft list will include the following information:
 A description of the strategy and brief list of potential implementation actions,  The range of GHG-reduction potential (i.e., high, medium, and low)  Applicability (i.e., City facilities, City operations, existing development, new development),
 Strategy type or category (i.e., operational, programmatic, plans, regulations and policies, capital projects, education/outreach/coordination, partnerships, and other types identified by the project team),
 Co-benefits,
 Level of implementation (i.e., voluntary or mandatory), and  Performance indicators and/or metrics.

3.5 Quantify GHG-Reduction Strategies
After we have developed the GHG-reduction strategies and confirmed them with City staff, we will quantify the GHG-reduction potential for the years 2030, 2040, and 2050. We will use case studies, peer-reviewed scientific applications, state guidance documents, and other verified sources to inform these calculations, ensuring a high level of accuracy. All calculations will be performed in an Excel workbook, providing greater transparency and ease of use. Methods and assumptions will be clearly documented, and all sources will be laid out, allowing others to replicate the calculations and verify their accuracy. We anticipate that some of these calculations will use similar methods as the adopted CAP, as long as the methods remain accurate and appropriate. All calculations will provide the GHG-reduction potential, the level of participation under the identified performance indicator, and all associated resource savings (e.g., reductions in kilowatt-hours [kWh] of electricity used or a decrease in tons of waste generated).

PlaceWorks knows that the City must be able to effectively implement and easily track all strategies in the CAP. All strategies will have performance indicators that will allow the City to keep a record of progress. We will develop these performance indicators along with the strategy language itself, creating a clear connection between the strategies and their associated metrics. We will also ensure that the number of indicators is kept as short as possible while allowing for effective tracking, helping to minimize additional work for City staff.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 29 We recommend meeting with staff to review the results and presentation of the draft strategies and their quantification prior to preparation of the Administrative Draft CAP.

Deliverables:
 Review/update (if necessary) GHG Inventory (electronic, final)  Inventory and Forecast Workbook (electronic, final)
 Memo summary of inventory forecast results and target setting (electronic, draft and final)
 Refined forecasts/targets aligning with General Plan Update  Memo summary of existing strategy reductions (electronic, draft and final)  Quantification Workbook (electronic, final)
 Meeting with City staff to review deliverables (phone/videoconference)  Meetings with City staff to review and discuss draft strategies. (phone/videoconference[s])
 List of draft GHG-reduction strategies (electronic, draft and final)

3.6 Support Climate Adaptation Strategies
PlaceWorks will provide support to City staff to draft climate adaptation strategies that will improve community resilience to climate change-related hazards. These strategies should respond to issues identified in the Salinas Climate Change Vulnerability Assessment, as well as other adaptation issues of concern to the community. We will translate the results of the Climate Change Vulnerability Assessment into policy topics for City staff, provide strategy examples and resources as requested, and review and comment on draft adaptation strategies.

PlaceWorks expects that these climate adaptation strategies drafted by City staff will be incorporated into the General Plan Safety Element as appropriate to help meet the requirements of the California Government Code Section 65302(g)(4). While the City’s adaptation strategies may go beyond these requirements, they represent the baseline issues that the adaptation strategies should respond to. We anticipate looking to guidance in the California Adaptation Planning Guide, the Safeguarding California plan, and other resources as appropriate when helping City staff to refine these strategies.

Deliverables:
 Resources and examples for climate adaptation strategies (electronic, as needed)  Comments on draft climate adaptation strategies (electronic)  Meeting with City staff to review and discuss draft adaptation strategies (phone/videoconference)
Draft Climate Action Plan

4.1 Prepare Administrative Draft CAP
After completing the technical analyses, PlaceWorks will prepare an administrative draft CAP. The CAP will present summaries of the technical analyses, the GHG mitigation strategies, and an implementation program. Prior to drafting the CAP, we will collaborate with City staff to identify an outline that meets requirements for the CAP as confirmed by City staff, members of the public, commissions, and City Council. We will also prepare a document template in Word that supports a graphically rich presentation of information.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 30 We will develop GHG reduction efforts to achieve community-wide co-benefits and a transition to a just, sustainable and modern community that supports green jobs and new businesses, saving community members money, increasing resilience, improving public health, and making it easier for all people to get around.

PlaceWorks will prepare a plan outline prior to preparation of the CAP document itself.

This outline will provide a more detailed overview of the main sections of the CAP, as revised through the community engagement process and discussions with City staff. For the scoping purposes, we anticipate that the CAP will include the following sections:
 An executive summary.
 An introduction to the local, state, and federal regulatory frameworks that GHG reduction and climate adaptation efforts operate under. This will include a discussion of “qualified” GHG reduction strategies consistent with CEQA Guidelines.
 A discussion of how the CAP was developed.
 A summary of Salinas’ updated and new GHG inventories and forecasts.  Presentation and discussion of Salinas’ GHG reduction targets and how they are consistent with state efforts.
 A summary of climate change science, the climate hazards likely to affect Salinas, and populations and assets most likely to be affected. This content will be coordinated with the General Plan team for consistency.  The City’s path to achieving its GHG-reduction targets. This will include a discussion of the City’s reduction targets, each GHG-reduction strategy, the implementation actions and performance metrics associated with it, and the co-benefits that it achieves. We will also include a discussion of the existing and planned efforts in this section.
 Climate adaptation strategies, which will include the relevant hazards, the populations and assets protected by the strategy, and other details associated with strategy implementation.
 Implementation and monitoring of the GHG reduction and climate adaptation strategies, which will go over timeframes, responsible parties or agencies, applicability (e.g., City facilities, communities, new development, existing structures, etc.), and potential funding sources as appropriate.  CAP Consistency Checklist for use by discretionary projects. PlaceWorks will prepare a CAP Consistency Checklist (Checklist) for use by projects subject to discretionary review. The checklist will include the CAP’s GHG-reduction strategies and any climate adaptation strategies applicable to new and existing development.

The checklist helps project applicants to clearly understand the CAP-related strategies that they must implement as well as those that are encouraged but not required. This resource allows City staff to easily track how development projects are integrating applicable GHG-reduction strategies into their projects through the design process and/or as mitigation strategies. It also supports the City in tracking implementation of these strategies on a regular basis in support of more detailed and accurate CAP progress reports.
 A glossary and list of abbreviations.
 Any technical memos or other write-ups may be attached to the CAP document as appendices, though all memos will be prepared with incorporation into the CAP in mind.

We will ensure that the CAP is graphically rich, easy to read, and visually engaging. As a part of developing the document, we will meet with City staff to confirm preferences for DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 31 the look and feel of the CAP. This includes confirming font types and styles, colors, layout, images, graphic types, and other design style elements. PlaceWorks is also aware that the CAP must be accessible to persons using assistive technologies and will prepare the CAP to meet these requirements.

4.2 Prepare Public Review Draft CAP
Following the review of the administrative draft CAP by key City staff and receipt of staff comments, PlaceWorks will incorporate any revisions into a public draft version of the document. We anticipate receiving a single consolidated set of comments that incorporate all feedback received from City staff. PlaceWorks will provide a screencheck version of the CAP for City staff to review and confirm that all revisions have been made. After making any changes as needed to the screencheck version, we will prepare a draft of the CAP for public review.

City staff will be responsible for promoting and noticing the availability of the public review draft CAP and collecting public comments and questions. PlaceWorks will support presentation of the public review draft CAP to advisory bodies and City Council as indicated in Task 2. We will support City staff with preparation of staff reports and PowerPoint presentations and presentation of the material.

4.3 Prepare Public Review Draft CAP in Adobe InDesign
Template (Optional)
If requested by the City, PlaceWorks’ Graphic Design team will format the Public Review Draft CAP using InDesign. As noted in Task 4.1, PlaceWorks will prepare an outline and Word document template in coordination with City staff prior to preparation of the content. If the City intends to convert the CAP to InDesign, it will be helpful to know this prior to preparation of the Word template to ensure the most efficient transition. Our Graphic Design and Production Team has extensive experience designing graphically rich documents in InDesign. This task would include a meeting with City staff to confirm preferences for look-and-feel, layout, colors, images, font, and other design details. Our graphic designer would then prepare a template for City staff approval. Following approval, our graphic designer will format all content. This is an optional task.

Deliverables:
 Outline (electronic, draft and final)
 Word Document Template (electronic, draft and final)
 Administrative draft (including text and graphics, electronic, Word)  Track Changes version of Administrative Draft CAP with responses to comments (electronic, Word)
 Screencheck Public Review Draft (electronic, Word)
 InDesign Template (optional)
 InDesign version of Public Review Draft CAP (optional) DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 32 Public Review Draft (electronic, Word) Final Climate Action Plan

5.1 Prepare Final CAP
After receiving a single, consolidated set of comments from City staff that document any edits to the Final CAP based on direction from the City Council, PlaceWorks will prepare a final CAP. The Final CAP will include a reference to the adopting resolution and include it as an appendix.

5.2 Prepare Final CAP in Adobe InDesign Template (Optional) If requested by the City as part of Task 4, PlaceWorks’ Graphic Design team will revise the Public Review Draft CAP and prepare the Final CAP using InDesign. This is an optional task.

Deliverables:
 Track Changes version of Public Review Draft CAP with responses to comments (electronic, Word)
 Final Climate Action Plan (electronic, Word)
 Editable versions of figures, maps, graphics, etc.
 Final Climate Action Plan in InDesign with all supporting files (electronic) DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 33 SCHEDULE
PlaceWorks proposed schedule for completion of the CAP is shown in Figure 2. As shown in the schedule, we anticipate that the project can be completed by Fall 2022. We believe this schedule is in keeping with your needs, but we are happy to revise this schedule if necessary. We understand the City’s request for a detailed project schedule that indicates timing of milestones and key deliverables as well as meetings. Since the CAP will be dependent on key parts of the General Plan Update process, we recommend reviewing and confirming a detailed schedule with City staff during contract negotiations or as part of project initiation.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 34 FIGURE 2 SCHEDULE (CAP)
Tasks Month
1*
Month
2 Month
3 Month
4 Month
5 Month
6 Month
7 Month
8 Month
9 Month
10 Month
11 Month
12 Month
13 Month
14 Month
15 Month
16 Month
17 TASK 1. Project Management

1.1. CAP Kick-off Meeting and Review of Existing Documents *

1.2. CAP Project Management and Check-in Meetings * * * * * * * * * * * * * * * *

1.3. General Plan Update and EIR Coordination * * * * * * * * * * * * * * * * TASK 2. Community Engagement Assistance

2.1. Support to City staff for Community Outreach and Engagement

2.2. Attend Community Workshops and/or Meetings * * * *

2.3. Support City staff with English to Spanish translation and interpretation

2.4. Certified Interpretation and Translation Support (Optional) TASK 3. Additional Data Collection and Forecasting
2021 2022

3.1. Review and Update GHG Inventory and Forecasts

3.2. Identify and Quantify GHG Reduction Targets

3.3. Identify and Quantify Existing and Planned Emission Reductions

3.4. Draft GHG Reduction Strategies

3.5. Quantify GHG Reduction Strategies
TASK 4. Draft Climate Action Plan

4.1. Prepare Administrative Draft CAP

4.2. Prepare Public Review Draft CAP

4.3. Public Review Draft CAP in Adobe InDesign Template (Optional) TASK 5. Final Climate Action Plan

5.1. Prepare Final CAP

5.2. Final CAP in Adobe InDesign Template (Optional)
* Month 1 = May 2021
PlaceWorks Preparation of Project Task
Staff Review of Work Products
Meetings - Conference Calls or In-Person *
DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 35 COSTS
Environmental Impact Report
As shown in Table 1, the cost to complete the EIR is $ $839,740.

Climate Action Plan
As shown in Table 2, the cost to complete the CAP is $152,470.

ASSUMPTIONS
 Our cost estimates includes the meetings presented in our Scope of Work Additional meetings would be billed on a time-and-materials basis.  All products will be submitted to the City in electronic format. As noted in our Scope of Work, our work products will be prepared using Microsoft Office. All products will be provided in their native file format and as accessible PDFs for online posting.  City staff will be responsible for meeting logistics, marketing and promotions, including schedule coordination, press releases, media interviews, promotions online and in print, document production, printing and distributing public notices, mailing costs, room reservations, room set-up and take-down, and refreshments.

DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 36 TABLE 1 COST OF SERVICES (EIR)
Noack Seale Mena Dagg Vermilion Fitzgerald Carman Krispi John Vang Bush Nguyen/ Robbins Garcia Watson GIS/GRAPHICS
TECH.

EDITOR
Environmental
Collaborative Albion Page & Turnbull
Principal-inChargePrincipal-inChargeProject
Manager
Assistant
Project
Manager
Associate
Principal Hydrology
Senior
Associate
Senior
Associate
Senior
Associate
Senior
Engineer
Project
Planner Associate
Associate
Geologist
GoldenHarrell
Hourly Rate: $240 $230 $205 $140 $220 $230 $200 $175 $190 $165 $125 $140 $140 $115 $115 TASK 1. PROJECT INITIATION, MANAGEMENT AND COMMUNICATION 1 Kick-Off Meeting 4 4 8 16 $58 $2,958 0 698 1,070 $177 $1,945 $4,903 2 Bi-Weekly Status Meetings 60 120 120 4 4 4 312 $1,168 $59,568 0 1,396 2,720 $412 $4,528 $64,096 3 EIR Project Management 24 100 40 164 $637 $32,497 0 0 0 $0 $0 $32,497 4 Commission Meetings 16 16 16 8 56 $206 $10,486 0 0 0 $0 $0 $10,486 5 General Plan Staff Assistance 32 76 68 4 4 4 4 2 2 2 2 4 40 16 260 $886 $45,206 0 956 0 $96 $1,052 $46,258 Task 1. Subtotal 136 0 316 252 8 8 8 4 2 2 2 2 4 48 16 808 $2,955 $150,715 $0 $3,050 $3,790 $685 $7,525 $158,240 TASK 2. EIR SCOPING
1 Notice of Preparation 8 24 32 4 1 69 $238 $12,133 0 0 $0 $0 $12,133 2 Scoping Meeting 4 12 22 4 1 43 $142 $7,217 0 0 0 $0 $0 $7,217 Task 2. Subtotal 12 0 36 54 0 0 0 0 0 0 0 0 0 8 2 112 $380 $19,350 $0 $0 $0 $0 $0 $19,350 TASK 3. ENGINEERING AND MAPPING ANALYSES
1a Data Collection 2 8 30 8 48 $163 $8,323 0 0 0 $0 $0 $8,323 1b Existing Conditions Analysis 6 16 40 12 16 90 $314 $16,034 0 0 0 $0 $0 $16,034 1c Evaluation of Growth Impacts on Utilities 6 8 30 12 12 68 $240 $12,260 0 0 0 $0 $0 $12,260 2 Natural Resources Inventory Maps and Reports 1 4 12 8 25 $73 $3,733 0 0 0 $0 $0 $3,733 3 Environmental Hazards Maps and Reports 2 8 40 4 6 8 68 $203 $10,343 0 0 0 $0 $0 $10,343 4 Climate Change Vulnerability Assessment 8 20 56 4 16 104 $293 $14,933 0 0 0 $0 $0 $14,933 Task 3. Subtotal 17 8 44 152 0 32 0 20 0 32 56 0 6 20 16 403 $1,286 $65,626 $0 $0 $0 $0 $0 $65,626 TASK 4. ADMINISTRATIVE DRAFT EIR
1 Buildout Projections 8 40 60 40 148 $462 $23,582 0 0 0 $0 $0 $23,582 2 Project Description 6 30 40 8 4 88 $291 $14,861 0 0 0 $0 $0 $14,861 3 Environmental Analysis 56 100 278 33 82 36 29 72 8 8 44 48 71 0 865 $2,966 $151,266 7,920 24,620 17,520 $5,006 $55,066 $206,332 4 Cumulative Analysis 8 12 16 8 8 8 8 68 $244 $12,464 0 0 0 $0 $0 $12,464 5 Alternatives Analysis 16 24 40 4 4 4 4 4 4 4 4 4 4 120 $423 $21,583 0 0 7,550 $755 $8,305 $29,888 6 Administrative Draft EIR 16 50 60 7 10 64 18 8 8 40 281 $947 $48,297 4,320 1,955 0 $628 $6,903 $55,200 Task 4. Subtotal 110 0 256 494 44 94 50 33 148 12 12 74 68 131 44 1570 $5,333 $272,053 $12,240 $26,575 $25,070 $6,389 $70,274 $342,327 TASK 5. DRAFT EIR & PUBLIC REVIEW
1 Screencheck Draft EIR 20 40 60 4 8 4 2 4 4 4 2 8 4 30 194 $650 $33,150 720 446 800 $197 $2,163 $35,313 2 Public Review Draft EIR 16 36 40 2 4 2 4 12 116 $408 $20,828 360 223 400 $98 $1,081 $21,909 3 Public Review 8 12 16 8 44 $151 $7,691 0 0 0 $0 $0 $7,691 Task 5. Subtotal 44 0 88 116 6 12 6 2 4 4 4 2 8 16 42 354 $1,209 $61,669 $1,080 $669 $1,200 $295 $3,244 $64,913 TASK 6. FINAL EIR & MMRP
1 Administrative Final EIR 40 60 80 4 8 4 8 8 8 8 40 268 $918 $46,818 1,440 892 3,240 $557 $6,129 $52,947 2 Final EIR 32 40 50 2 4 2 4 4 4 2 12 156 $563 $28,693 720 446 800 $197 $2,163 $30,856 3 MMRP 2 4 8 4 18 $58 $2,938 0 0 0 $0 $0 $2,938
Task 6. Subtotal 74 0 104 138 6 12 6 0 12 0 0 12 12 10 56 442 $1,539 $78,449 $2,160 $1,338 $4,040 $754 $8,292 $86,741 TASK 7. CERTIFICATION
1 Findings 4 8 16 16 44 $134 $6,814 0 0 0 $0 $0 $6,814
2 Certification Hearings 16 24 16 8 64 $238 $12,158 0 0 0 $0 $0 $12,158 3 Notice of Determination 1 2 8 11 $35 $1,805 0 0 0 $0 $0 $1,805 Task 7. Subtotal 21 0 34 40 0 0 0 0 0 0 0 0 0 8 16 119 $407 $20,777 $0 $0 $0 $0 $0 $20,777 Labor Hours Total 414 8 878 1246 64 158 70 59 166 50 74 90 98 241 192 3808 Labor Dollars Total $99,360 $1,840 $179,990 $174,440 $14,080 $36,340 $14,000 $10,325 $31,540 $8,250 $9,250 $12,600 $13,720 $27,715 $22,080 $13,109 $668,639 $15,480 $31,632 $34,100 $89,335 $757,974 PlaceWorks Percent of Total Labor 11% 0% 23% 33% 2% 4% 2% 2% 4% 1% 2% 2% 3% 6% 5%

EXPENSES
PlaceWorks Reimbursable Expenses $5,294
Subconsultants' Reimbursable Expenses $132
EXPENSES TOTAL $5,426
TOTAL $763,400
Contingency (10% of Project Total) $76,340
GRAND TOTAL (WITH CONTINGENCY) $839,740

PLACEWORKS
Subconsultant
Total
Total Task
Budget
PlaceWorks
Hours
PlaceWorks
Total

SUBCONSULTANTS
Biological
Resources
Cultural &
Tribal Cultural
Resources
Historic
Resources
PlaceWorks 2%
Office Expenses
10%
Subconsultant
Markup
DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 37 TABLE 2 COST OF SERVICES (CAP)
Seale Krispi Wilson Robbins Garcia GRAPHICS/
GIS TECH.

EDITOR
WP/

CLERICAL
Principalin-ChargeProject
Manager
Associate/
Asst PM
Climate
Action
Planner Planner
Hourly Rate: $230 $175 $130 $125 $115 $115 $115 $115
TASK 1. Project Management

1.1 CAP Kick-off Meeting and Review of Existing Documents 4 4 4 4 16 $53 $2,693

1.2 CAP Project Management and Check-in Meetings 12 24 24 60 $202 $10,282

1.3 General Plan Update and EIR Coordination with City staff and consultants 4 16 8 28 $95 $4,855 Task 1. Subtotal 20 44 36 4 0 0 0 0 104 $350 $17,830
TASK 2. Community Engagement Assistance

2.1 Support to City staff for Community Outreach and Engagement 8 16 16 2 20 4 4 70 $203 $10,373

2.2 Attend Community Workshops and/or Meetings of the CAP Subcommittee, Advisory Bodies, and/or City Co 16 48 12 4 4 4 88 $300 $15,320

2.3 Lead Community Climate Action Planning 101 Webinar 8 8 8 2 4 2 32 $104 $5,304

2.4 Support City staff with English to Spanish translation and interpretation 2 30 32 $74 $3,784 Task 2. Subtotal 32 72 38 0 32 26 12 10 222 $681 $34,781 TASK 3. Additional Data Collection and Forecasting

3.1 Review and Update GHG Inventory and Forecasts 3 4 4 32 43 $118 $6,028

3.2 Identify and Quantify GHG Reduction Targets 4 4 2 10 20 $63 $3,193

3.3 Identify and Quantify Existing and Planned Emission Reductions 3 4 2 16 25 $73 $3,723

3.4 Draft GHG Reduction Strategies 12 24 32 32 100 $302 $15,422

3.5 Quantify GHG Reduction Strategies 8 32 2 100 142 $404 $20,604

3.6 Support Climate Adaptation Strategies 8 16 16 40 $133 $6,773 Task 3. Subtotal 38 84 42 206 0 0 0 0 370 $1,093 $55,743 TASK 4. Draft Climate Action Plan

4.1 Prepare Administrative Draft CAP 6 24 16 60 8 16 24 154 $414 $21,094

4.2 Prepare Public Review Draft CAP 6 12 8 24 8 16 74 $206 $10,486

4.3 Public Review Draft CAP in Adobe InDesign Template (Optional) 4 4 24 32 $80 $4,060 Task 4. Subtotal 12 40 28 84 0 32 24 40 260 $700 $35,640 TASK 5. Final Climate Action Plan

5.1 Prepare Final CAP 4 4 4 16 4 6 38 $106 $5,396
Task 5. Subtotal 4 4 4 16 0 0 4 6 38 $106 $5,396
Tasks 1 - 5 Total Labor Hours 106 244 148 310 32 58 40 56 994 Tasks 1 - 5 Total Labor Dollars $24,380 $42,700 $19,240 $38,750 $3,680 $6,670 $4,600 $6,440 $2,930 $149,390 PlaceWorks Percent of Total Labor 11% 25% 15% 31% 3% 6% 4% 6% Expenses
Reimbursable Expenses for travel-related costs, meeting materials, and production $3,080 Total - All tasks, expenses, and contingency $152,470
Total - Excluding optional task 4.3 $148,410
Total
Labor
Hours
2% Office
Expenses
Total Task
Budget

PLACEWORKS
DocuSign Envelope ID: 04E34959-3A23-4C3B-9A44-08B6C426A6A0 City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#22-613, Version: 1
Direct Purchase of One Toyota Rav4 Hybrid
Approve a Resolution authorizing the direct purchase of one Toyota Rav4 Hybrid from Salinas Toyota at a total cost of $42,583.90.

City of Salinas Page 1 of 1 Printed on 11/9/2022
powered by Legistar™
Page | 1

CITY OF SALINAS

COUNCIL STAFF REPORT
DATE: NOVEMBER 15, 2022
DEPARTMENT: PUBLIC WORKS, FLEET MAINTENANCE DIVISION
FROM: DAVID JACOBS, PUBLIC WORKS DIRECTOR
BY: RONALD PATTERSON, FLEET MAINTENANCE MANANGER
TITLE: DIRECT PURCHASE OF ONE 2023 TOYOTA RAV4 HYBRID
RECOMMENDED MOTION:

It is recommended that City Council approve a resolution authorizing the direct purchase of one Toyota RAV4 hybrid.

RECOMMENDATION:

It is recommended that City Council approve a resolution authorizing the direct purchase of one 2023 Toyota Hybrid RAV4 at a total cost of $42,583.90.

BACKGROUND:

Permit Services Department is requesting this new vehicle due to an increase in their Inspector staffing. The department requested a RAV4. This request aligns with fleets objectives to right size the fleet, purchasing vehicles that are Hybrid or full EV when possible and practical, and fleet consistency.

There currently is no open order bank for the Toyota RAV4 making purchasing from the state contract or Sourcewell not feasible. Furthermore, there is no known date for the bank to open. Our only option is to purchase from the open market. Salinas Toyota quoted the RAV4 at $42,583.90 tax included. Salinas Toyota has one vehicle in production and has an expected delivery of middle December. Salinas Toyota is a local business.

The city can utilize cooperative purchases with other government agencies. Local businesses are given the opportunity to compete against these contracts. The quote from Salinas Toyota satisfies the purpose and requirements of Article III-A, Local Purchasing Preference of the Salinas Municipal Code.

Page | 2
CEQA CONSIDERATION:

Not a Project. The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

STRATEGIC PLAN INITIATIVE:

The requested Council action directly relates to Council’s Strategic Plans or Goals of providing “Operational Efficiencies”. The purchase of the vehicle allows the Permit Services Divisions to continue to expand its operations.

DEPARTMENTAL COORDINATION:

Fleet Maintenance, in coordination with Permit Services determined that the Rav4 meets the needs of both departments. The Finance Department will coordinate the purchase and title change.

FISCAL AND SUSTAINABILITY IMPACT:

Funds are appropriated and available in (6900.30.335-66.5500).

ATTACHMENTS:

Resolution
Quotes
RESOLUTION NO.____________(N.C.S.)

A RESOLUTION AUTHORIZING DIRECT PURCHASE
OF ONE NEW 2023 TOYOTA RAV4 HYBRID
WHEREAS, Funds are available in fund 6900.30.3350-66.5500; and WHEREAS, The Toyota Rav4 is needed for the Salinas Permit Services Department due to staffing increases; and
WHEREAS, Staff chose a 2023 Toyota Rav4 Hybrid from Salinas Toyota in Salinas CA, at a cost of $42,583.90; and
WHEREAS, this purchase meets the requirements of the City’s local purchasing preference.

NOW, THEREFORE, BE IT RESOLVED that pursuant to Salinas Municipal Code section 12-21 and Salinas Municipal Code section 12-28-080 the Salinas City Council authorizes the Purchasing Officer to purchase a new 2023 Toyota Rav4 Hybrid from Salinas Toyota , at a total cost of $42.583.90.

PASSED AND APPROVED this 15
th day of November 2022 by the following
votes:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:

Kimbley Craig, Mayor
ATTEST:

Patricia M. Barajas, City Clerk

Toyota Salinas
700 Auto Center Circle
Salinas CA 93907
831-444-0700
2023 RAV4 Hybrid LE
RAV4 Hybrid LE Electronic-AWD 2.5L 4-Cyl.

ECVT
Model: 4435A
VIN: JTMMWRFVXPD570761
Engine: 2.5L 4-Cyl. Hybrid
Transmission: ECVT EXTERIOR
Ice Cap

INTERIOR
Black Fabric
PRICE
Vehicle base model (MSRP *) $30,225.00
Factory Installed Packages &
Accessories
$680.00
Port Installed Packages & Accessories $309.00
Delivery processing / handling $1,335.00
Total Price $32,549.00
Fuel Economy
40MPG 41MPG 38MPG
Combined CITY Highway

TOTAL INSTALLED PACKAGES & ACCESSORIES
50 State Emissions
FIO
$0.00
Blind Spot Monitor with Rear Cross-Traffic Alert
Blind Spot Monitor (BSM) with Rear Cross-Traffic Alert (RCTA) — includes color-keyed heated power outside mirrors with turn signal and blind spot warning indicators.

FIO
$590.00
Rear cargo area cover
FIO
$90.00
All-Weather Liner Package
All-Weather Liner Package includes: All-Weather Floor LinersCargo Liner.

PIO
$309.00
Total Optional Equipment $989.00
Vehicle base model (MSRP *) $30,225.00
Delivery processing / handling $1,335.00
Features
Mechanical & Performance
Capability: Hill Start Assist Control (HAC)
Drivetrain: All-Wheel Drive Integrated Management (AIM) with Multi-Information Display (MID) monitor
Suspension: Independent MacPherson strut front suspension with stabilizer bar; multi-link rear suspension with stabilizer bar Drivetrain: Electronic On-Demand All-Wheel Drive (AWD)
1 Engine: Compression ratio: 14.0:1
Engine: Induction system: (D-4S) Dual-Injection (Direct-Injection and Port-injection) EFI with Electronic Throttle Control System with intelligence (ETCS-i)
HV Electric Motor: Power output (front/rear): 118/54 hp (88/40 kW)
Drive Modes: Drive mode dial with SPORT, Eco, and NORMAL modes, EV Mode, and TRAIL mode
Brakes: Active Cornering Assist (ACA)
Brakes: Electronically Controlled Braking (ECB) system with integrated regenerative braking
HV Traction Battery: Voltage: 244.8V (Ni-MH)
Transmission: Engine oil cooler, automatic transmission fluid cooler and hybrid system cooler
Steering ratio 14.3:1
Turning circle diameter, curb-to-curb (ft.) 36.1
Engine 2.5L 4-Cyl. Hybrid
Weight Rating 4920 lbs
Engine: Emission rating: Super Ultra Low Emission Vehicle (SULEV) Engine: Hybrid engine: 2.5-Liter Dynamic Force 4-Cylinder with SPORT, Eco, NORMAL, EV, TRAIL drive modes; 219 combined net hp; internal combustion engine with 176 hp @ 5,300 rpm;Electric motor: power output (front/rear) 118/54 hp (88/40 kW); torque (front/rear) 149/89 lb.-ft.

HV Electric Motor: Torque (front/rear): 149/89 lb.-ft. (202/121 N•m) Body Construction: Reinforced unitized steel body
Brakes: Power-assisted ventilated 12.0-in. front disc brakes; ventilated 11.1-in. rear disc brakes
HV Traction Battery: Type: Sealed Nickel-Metal Hydride (Ni-MH) Transmission: Electronically controlled Continuously Variable Transmission (ECVT) with sequential shift mode
Steering: Electric Power Steering (EPS); power-assisted rack-andpinion Steering wheel turns (lock-to-lock) 2.76
Electronic On-Demand All-Wheel Drive (AWD)
ECVT
Exterior
17-in. 5-spoke light gray metallic alloy wheels including temporary spare
Color-keyed upper front bumper, and black lower front bumper, overfenders and rear bumper
Active grille shutters; aerodynamic underbody panels with vortex generators, front and rear wheel spats, and integrated rear spoiler Low-profile black roof rails
Black hexagon-patterned bar front grille
LED projector headlights with chrome bezels, Automatic High Beams (AHB) and auto on/off
LED taillights
LED Daytime Running Lights (DRL)
Privacy glass on all rear side, quarter and liftgate windows Dual chrome-tipped exhaust
Intermittent windshield wipers and intermittent rear window wiper Black power outside mirrors with folding feature
Color-keyed outside door handles
Color-keyed roof-mounted shark-fin antenna
Exterior Dimensions
Wheelbase 105.9
Overall length/width 180.9/73.0
Overall height with/without antenna 67.0
Track (front/rear) 63.0/63.7
Interior
Rear liftgate window defogger
LED front-seat reading lights, dome light and cargo area light Height-adjustable rear cargo area deck board
2 front and 2 rear cup holders; 2 front and 2 rear bottle holders Front-door storage pockets with bottle holders
Black carpet flooring with driver-side footrest
Three USB ports— USB media port in front storage tray and two additional charge ports in front center console
Power windows with auto up/down and jam protection in all positions
Black in-dash storage trays
Soft-touch dash and armrests, with stitched dash accents Dual zone automatic climate control system with dust and pollen filter and rear-seat vents
Shift lever with sequential mode
Urethane tilt/telescopic 3-spoke steering wheel with controls for audio, Multi-Information Display (MID), Bluetooth® hands-free phone, voice-command, Dynamic Radar Cruise Control (DRCC), Lane Departure Alert (LDA) and Lane Trace Assist (LTA)
Black interior door handles
Fabric-trimmed seats; 6-way adjustable front driver's seat; 4-way adjustable front passenger seat with seatback pocket
Electric Parking Brake (EPB) with Brake Hold
Passenger-side lockable glove compartment
Center console with covered storage compartment, two cup holders, drive mode, Electric Parking Brake (EPB) and automatic Brake Hold controls, and front storage tray
Sun visors with illuminated vanity mirrors
Day/night rearview mirror
One 12V/120W auxiliary power outlet in front instrument panel storage tray and one 12V/120W auxiliary power outlet in second row
60/40 split reclining fold-flat rear seat with center armrest and cup holders
Ash Gray fabric-trimmed headliner
Remote keyless entry system with lock, unlock, panic functions and remote illuminated entry
Digital speedometer and instrumentation with analog hybrid power meter, coolant temperature, and fuel gauges; 7-in. digital MultiInformation Display (MID) with customizable settings, odometer, tripmeters, clock, outside temperature, rear passenger seatbelt indicators, hybrid energy monitor, fuel economy information, trip timer, shift-position and scheduled maintenance indicators, and warning messages
Power door locks with shift-linked automatic lock/unlock feature Turn signal stalk with headlight controls and one-touch 3-blink lane change turn signals
Overhead console with maplights, sunglasses storage and Safety Connect® button
2023 TOYOTA RAV4 Hybrid LE - JTMMWRFVXPD570761
2 Audio Multimedia
8-in. Toyota Audio Multimedia, six speakers, with wireless Apple CarPlay® & Android Auto™ compatible, SiriusXM® with 3-month Platinum Plan trial subscription. See toyota.com/audio-multimedia for details. S
ToyotaCare
24-hour Roadside Assistance $0 (No Cost) No cost maintenance plan $0 (No Cost) Safety & Convenience
Vehicle Proximity Notification System (VPNS)
Anti-theft system with engine immobilizer
3-point seatbelts for all seating positions; driver-side Emergency Locking Retractor (ELR) and Automatic/Emergency Locking Retractor (ALR/ELR) on all passenger seatbelts
Front and outboard second-row seatbelts with seatbelt
pretensioners with force limiters
Star Safety System™ — includes Enhanced Vehicle Stability Control (VSC), Traction Control (TRAC), Anti-lock Brake System (ABS), Electronic Brake-force Distribution (EBD), Brake Assist (BA) and Smart Stop Technology® (SST)
Child-protector rear door locks and power window lockout control Eight airbags — includes driver and front passenger Advanced Airbag System, driver and front passenger seat-mounted side airbags, driver's knee airbag, front passenger seat cushion airbag, and front and rear side curtain airbags
Backup camera with dynamic gridlines
Trailer-Sway Control (TSC)
Hill Start Assist Control (HAC)
Adjustable front shoulder anchors
LATCH (Lower Anchors and Tethers for CHildren) includes lower anchors on outboard rear seats and tether anchors on all rear seats Front and rear side-impact door beams
Toyota Safety Sense™ 2.5 (TSS 2.5) — Pre-Collision System w/ Pedestrian Detection (PCS w/PD), Full-Speed Range Dynamic Radar Cruise Control (DRCC), Lane Departure Alert w/Steering Assist (LDA w/SA), Lane Tracing Assist (LTA), Automatic High Beams (AHB), Road Sign Assist (RSA)
Tire Pressure Monitor System (TPMS) with direct pressure readout and individual tire location alert
*2023 Manufacturer’s Suggested Retail Price excludes the Delivery +Processing and Handling Fee taxes license title and available or regionally required +equipment.

Actual Dealer price may vary. Pricing fuel economy specification standard features and +available equipment are based on information available when this page was produced and +subject to change without notice.

ToyotaCare, which covers normal factory scheduled maintenance for 2 years or 25,000 miles, whichever comes first, is included as part of the sales price of the vehicle for qualifying buyers. See participating dealer for eligibility and coverage details.

Disclaimer: This document is only representative of some of the information contained on an actual window sticker and is not meant to replace or + substitute for the actual window sticker on the vehicle. Please see your retailer for +further information.

Create Date: 10/27/2022
2023 TOYOTA RAV4 Hybrid LE - JTMMWRFVXPD570761
3 City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#22-614, Version: 1
Amended and Restated Agreement with Anderson Pacific Engineering the East Lake Street Emergency Repair Work
Approve a Resolution approving an Amended and Restated Agreement for Services in the amount of $4,587,862 between the City of Salinas and Anderson Pacific Engineering Construction, Inc. related to the East Lake Street Emergency Repair Work.

City of Salinas Page 1 of 1 Printed on 11/9/2022
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CITY OF SALINAS

COUNCIL STAFF REPORT
DATE: NOVEMBER 15, 2022
DEPARTMENT: PUBLIC WORKS
FROM: DAVID JACOBS, DIRECTOR
BY: BRIAN FRUS, SENIOR ENGINEER
TITLE: AMENDED AND RESTATED AGREEMENT FOR SERVICES

BETWEEN THE CITY OF SALINAS AND ANDERSON PACIFIC

ENGINEERING CONSTRUCTION RELATED TO THE EAST

LAKE STREET EMERGENCY REPAIR WORK
RECOMMENDED MOTION:

A motion to approve a Resolution approving an Amended and Restated Agreement for Services in the amount of $4,587,862 between the City of Salinas and Anderson Pacific Engineering Construction, Inc. related to the East Lake Street Emergency Repair Work.

RECOMMENDATION:

It is recommended that the City Council approve a Resolution approving an Amended and Restated Agreement for Services in the amount of $4,587,862 between the City of Salinas and Anderson Pacific Engineering Construction, Inc. related to the East Lake Street Emergency Repair Work.

BACKGROUND:

A release of raw sewage from a City sewer main located in Chinatown occurred February 2, 2021 and was reported the same day. The cause was attributed to failure of nearly 500 feet of aging sewer pipe running the length of East Lake Street. Both engineering and maintenance staff believed that failure of the piping and the risk of another sewage release was highly likely. Thus, engineering engaged a contractor and consultant to perform the repair work on an emergency basis.

An agreement to perform the work was executed on April 28, 2021 with Anderson Pacific Engineering Construction (APEC) by the City Manager for an initial estimate of $917,362 performed on a time and material basis. Project construction began in July. An amendment for a $2.65M increase to the agreement was approved by Council on December 14, 2021 (Resolution No. 22272). An additional amendment for a $1.1M increase was approved on March 22, 2022 (Resolution No. 22320) bringing the amended total to $4,667,362.

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Staff now has received all invoices from APEC and has determined that the funds encumbered by the corresponding purchase order may be reduced by $79,500 while still meeting the obligation to pay the invoices. However, because the agreement expired on June 30, 2022, an Amended and Restated Agreement is required to make these adjustments to the purchase order for APEC. With this decrease, the Amended and Restated Agreement for Services will be in the amount of $4,587,862.

CEQA CONSIDERATION:

Not a Project. The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

STRATEGIC PLAN INITIATIVE:

The proposed project and agreement meet the City Council’s Strategic Plan Initiative of Infrastructure and Environmental Sustainability by improving City facilities.

DEPARTMENTAL COORDINATION:

This project will rely on coordination between Finance and the Public Works Department. The Waster Waste and Energy division in Public Works will continue to coordinate close out of the project.

FISCAL AND SUSTAINABILITY IMPACT:

The Amended and Restated Agreement represents and decrease of $79,500 from the original agreement including all amendments. This in turn will allow staff to reduce the allocation to 5800.50.9302-66.4000 by $79,500 which will enable this same amount to be encumbered for other purposes within the sewer fund.

A total of $4,954,291 have been appropriated to CIP 9302, Lake Street Emergency Repairs which is funded by the 6400 Sewer Enterprise fund and 2301 Development Fees, of which $4,667,362 have been allocated in 5800.50.9302-66.4000 (Capital Outlays).

ATTACHMENTS:

Resolution
Amended and Restated Agreement for Services between the City of Salinas and Anderson Pacific Engineering Construction, Inc. for the East Lake Street Emergency Repair Work Page | 1
RESOLUTION NO. (N.C.S.)

A RESOLUTION APPROVING AN AMENDED AND RESTATED AGREEMENT FOR

SERVICES BETWEEN THE CITY OF SALINAS AND ANDERSON PACIFIC

ENGINEERING CONSTRUCTION RELATED TO THE EAST LAKE STREET

EMERGENCY REPAIR WORK
WHEREAS, on February 2, 2021, a wastewater backup and release of raw sewage occurred in Chinatown with subsequent analysis indicating that failure of a City sewer main and the risk of another sewage release was highly likely in the near future; and WHEREAS, engineering staff engaged Anderson Pacific Engineering Construction and Wallace Group, Inc. to begin preparations to perform the repair work on an emergency basis; and WHEREAS, the project developed into one broader in scope and complexity than staff, engineering or the contractor could have reasonably expected from the onset; and WHEREAS, these additional services required amendments to the agreement with Anderson Pacific Engineering Construction bringing the amended total to $4,667,362; and WHEREAS, the current agreement is expired and an Amended and Restated Agreement is required in order to make adjustments to the purchase order with Anderson Pacific Engineering Construction; and
WHEREAS, staff has determined funds encumbered on this purchase order may be reduced by $79,500.

NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF SALINAS, that the Amended and Restated Agreement for Services between the City of Salinas and Anderson Pacific Engineering Construction for construction services related to the East Lake Street Emergency Repair Work (Project No. 9302) in the amount of $4,587,862 is hereby approved; and
BE IT FURTHER RESOLVED that the Mayor of Salinas is hereby authorized and directed, for and on behalf of the City of Salinas, and as its act and deed, to execute the amendment to the contract between the City of Salinas, a Charter City, and Anderson Pacific Engineering Construction, a California Corporation; and
BE IT FURTHER RESOLVED that the City Manager is authorized to execute extensions and/or non-substantive modifications to the Contract, as necessary.

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PASSED AND APPROVED this 15th day of November 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:
_______________________
Kimbley Craig, Mayor
ATTEST:
_________________________
Patricia M. Barajas, City Clerk
Agreement for Services v. January 2021 Page 1 of 9
Anderson Pacific
April, 2021

AMENDED AND RESTATED AGREEMENT FOR SERVICES BETWEEN

THE CITY OF SALINAS AND ANDERSON PACIFIC ENGINEERING,

CONSTRUCTION, INC
East Lake Street Emergency Repair Work
THIS AMENDED AND RESTATED AGREEMENT is executed this 15th day of November, 2022, (“Agreement” or “Contract”) between the City of Salinas, a California Charter city and municipal corporation (hereinafter “City”) and Anderson Pacific Engineering Construction, Inc, a California Corporation (Hereinafter “Contractor”).

WHEREAS, the City operates and maintains a sanitary sewer system which runs throughout the city and provides a service necessary to maintain the health, safety, and welfare of the public; and
WHEREAS, a wastewater backup and release of raw sewage recently occurred from a City sewer main located in the “Chinatown” area; and
WHEREAS, subsequent inspection and investigation indicated that the cause of the backup and release of raw sewage was due to the failure in the connections on nearly five hundred (500) feet of aging sewer pipe running the length of East Lake Street; and WHEREAS, City engineering and maintenance staff have determined from their inspections and investigations and ongoing maintenance of this sewer pipe that it is highly likely another piping failure and release of raw sewage will occur in the immediate future; and WHEREAS, if this section of sewer pipe is not immediately repaired and the piping fails resulting in the additional release of raw sewage, the public’s health, safety, and welfare will be adversely affected.

WHEREAS, the City and Contractor first entered into an Agreement for Professional Services effective April 28, 2021, pursuant to which Contractor agreed to act as and provide certain services to the City for compensation (the “Agreement”); and WHEREAS, the City and Contractor amended the Agreement on June 11, 2021 to reflect a term extension to December 31, 2021; and
WHEREAS, the City and Contractor amended the Agreement on December 14, 2021 to reflect an increase in compensation of (two million six hundred and fifty thousand dollars) $2.65 million and a term extension to February 28, 2022; and
WHEREAS, the City and Contractor amended the Agreement on March 22, 2022 to reflect an increase in compensation of (one million one hundred thousand dollars) $1.1 million and a term extension to June 30, 2022; and
Agreement for Services v. January 2021 Page 2 of 9
Anderson Pacific
April, 2021
WHEREAS, the Agreement term expired on June 30, 2022; and WHEREAS, the City and Contractor desire an Amended and Restated the Agreement to reflect a decrease in compensation of (seventy nine thousand five hundred dollars) $79,500.

IT IS HEREBY MUTUALLY AGREED AS FOLLOWS:

1. Scope. Contractor hereby agrees to provide to the City, as the scope of services under this Agreement, the following services: Provide and install approximately 460 feet of sanitary sewer main piping with associated manholes and lateral connections. Provide and maintain perimeter fencing and an operable by-pass line for the duration of the project. Scope of work is further discussed in Engineers Plans and Specifications dated April 14, 2021, Attachment C and Contractor’s Proposal dated April 21, 2021, Attachment D.

2. Timeliness. Contractor shall perform all tasks in a timely fashion, as set forth more specifically in Section 3 below. Failure to so perform is hereby deemed a material breach of this Agreement, and City may terminate this Agreement with no further liability hereunder, or the city may agree in writing with Contractor to an extension of time.

3. Term. The work under this Agreement shall commence May 3, 2021 and shall be completed by June 30, 2023 unless City grants a written extension of time as set forth in Section 2 above.

4. Payment. City agrees to pay and Contractor agrees to accept as full and fair consideration for the performance of this Agreement the not to exceed sum of Four Million Five Hundred Eighty-seven Thousand Eight Hundred and Sixty-two Dollars ($4,587,862). Of which Two Hundred Fifty-five Thousand One Hundred and Eleven Dollars $255,111 shall be paid on a fixed not to exceed basis for AC Paving restoration work more fully described in Contractor proposal, Attachment D and the balance of Four Million Three Hundred Thirty-two Thousand Seven Hundred and Fifty-one Dollars $4,332,751, on a time and material not to exceed basis, according to hourly rates and materials and as summarized on Daily Extra Work Reports furnished during execution, as more fully described in Contractors fee schedule, Attachment D.

5. Meet & Confer. Contractor agrees to meet and confer with City or its agents or employees with regard to services as set forth herein as may be required by City to insure timely and adequate performance of this Agreement.

6. Insurance. Contractor shall procure and maintain for the duration of this Agreement insurance meeting the requirements specified in Attachment A hereto.

7. Indemnification. Contractor shall hold harmless, defend at its own expense, and indemnify City and its officers, officials, employees, agents, and volunteers from and against all liability, claims, damages, losses, and/or expenses including reasonable City attorney fees arising from all acts or omissions of Contractor or its officers, agents, or employees arising out of the performance of the work under this Contract, caused in whole or in part by any negligent act or omission of the Contractor, any subcontractor, anyone directly or indirectly employed by any of Agreement for Services v. January 2021 Page 3 of 9
Anderson Pacific
April, 2021
them, or anyone for whose acts any of them may be liable, except where caused by the active negligence, sole negligence or willful misconduct of the City.

8. Licensing. Contractor warrants that it is properly licensed to perform the work specified under this Agreement, including but not limited to possession of a current City business license.

9. Termination. City may terminate this Agreement upon ten days’ written notice. The amount of damages, if any, as a result of such termination may be decided by negotiations between the parties or before a court of competent jurisdiction.

10. Agency. In performing the services specified under this Agreement, Contractor is hereby deemed to be an independent contractor and not an agent or employee of City.

11. Non-Assignability. The rights and obligations of Contractor hereunder are not assignable and cannot be delegated without written consent of City.

12. Entire Agreement. This Agreement constitutes the entire Agreement between the parties hereto and supersedes any and all prior agreements, whether oral or written, relating to the subject matter thereof. Any modification of the Agreement will be effective only if it is in writing signed by both parties hereto.

13. Validity. If any provision in this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions will continue in full force without being impaired or invalidated in any way.

14. Counterparts. This Agreement may be executed in multiple originals, each of which is deemed to be an original, and may be signed in counterparts.

15. Laws. Contractor agrees that in the performance of this Agreement it will comply with all applicable State, Federal and local laws and regulations. This Agreement shall be governed by and construed in accordance with the laws of the State of California, County of Monterey, and City of Salinas. The City’s Labor Compliance policy shall be adhered to by Contractor throughout the duration of this job and/or as required by State law as stipulated in Attachment B.

Agreement for Services v. January 2021 Page 4 of 9
Anderson Pacific
April, 2021
IN WITNESS WHEREOF, this Agreement is entered into by the parties hereto on the day and year first written above.

CITY OF SALINAS
__________________________________
Steve Carrigan
City Manager
APPROVED AS TO FORM:
_________________________________
Christopher A. Callihan, City Attorney, or
Rhonda Combs, Assistant City Attorney

CONTRACTOR
___________________________________
By (Printed Name):___________________
Its (Title):___________________________
Agreement for Services v. January 2021 Page 5 of 9
Anderson Pacific
April, 2021
Attachment A
Insurance Requirements
Contractor shall procure and maintain for the duration of the contract, and for three years thereafter, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his/her/its officers, agents, representatives, employees, and/or subcontractors.

MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:

1. Commercial General Liability (“CGL”): Insurance Services Office (“ISO”) Form CG 00 01 covering CGL on an occurrence basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO Form CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.

2. Automobile Liability: ISO Form CA 0001 covering Code 1 (any auto), with limits no less than $1,000,000 per accident for bodily injury and property damage.

3. Workers’ Compensation: as required by the State of California, with Statutory Limits, and Employers’ Liability insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.

4. Contractors’ Pollution Legal Liability and/or Asbestos Legal Liability and/or Errors and Omissions (if project involves environmental hazards): with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate, on an annual basis.

If the Contractor maintains broader coverage and/or higher limits than the minimums shown above, the Contractor requires and shall be entitled to the broader coverage and/or higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

Self-Insured Retentions
Self-insured retentions must be declared to and approved by the City. At the option of the City, either: the Contractor shall cause the insurer shall to reduce or eliminate such self-insured retentions as respects the City, its officers, officials, employees, and volunteers; or the Contractor shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration, and defense expenses. The policy language shall provide, or be endorsed to provide, that the self-insured retention may be satisfied by either the named insured or City.

Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:

1. The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by Agreement for Services v. January 2021 Page 6 of 9
Anderson Pacific
April, 2021
or on behalf of the Contractor. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used).

2. For any claims related to this project, the Contractor’s insurance coverage shall be primary insurance coverage at least as broad as ISO CG 20 01 04 13 as respects the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.

3. Each insurance policy required by this clause shall provide that coverage shall not be canceled, except with notice to the City.

4. A copy of the claims reporting requirements must be submitted by Contractor to the City.

5. If the services involve lead-based paint or asbestos identification/remediation, the Contractor’s Pollution Liability policy shall not contain lead-based paint or asbestos exclusions. If the services involve mold identification/remediation, the Contractor’s Pollution Liability policy shall not contain a mold exclusion, and the definition of Pollution shall include microbial matter, including mold.

Acceptability of Insurers
Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best rating of no less than A: VII, unless otherwise acceptable to the City.

Waiver of Subrogation
Contractor hereby agrees to waive rights of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the City for all work performed by the Contractor, its employees, agents and subcontractors.

Verification of Coverage
Contractor shall furnish the City with original Certificates of Insurance including an additional insured endorsement and all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to City before work begins.

However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time.

Subcontractors
Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage subcontractors shall provide coverage with a form at least as broad as CG 20 38 04 13.

Maintenance of Insurance
Maintenance of insurance by Contractor as specified shall in no way be interpreted as relieving Agreement for Services v. January 2021 Page 7 of 9
Anderson Pacific
April, 2021
Contractor of its indemnification obligations or any responsibility whatsoever and the Contractor may carry, at its own expense, such additional insurance as it deems necessary.

Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.

Surety Bonds
Contractor shall provide the following Surety Bonds:

1. Payment bond

2. Performance bond

3. Maintenance bond
The Payment Bond and the Performance Bond shall be in a sum equal to the contract price. If the Performance Bond provides for a one-year warranty, a separate Maintenance Bond is not necessary. If the warranty period specified in the contract is for longer than one year a Maintenance Bond equal to 10% of the contract price is required. Bonds shall be duly executed by a responsible corporate surety, authorized to issue such bonds in the State of California and secured through an authorized agent with an office in California.

If the project does not involve new or major reconstruction, at the option of the City, an Installation Floater may be acceptable. For such projects, a Property Installation Floater shall be obtained that provides for the improvement, remodel, modification, alteration, conversion or adjustment to existing buildings, structures, processes, machinery and equipment. The Property Installation Floater shall provide property damage coverage for any building, structure, machinery or equipment damaged, impaired, broken, or destroyed during the performance of the Work, including during transit, installation, and testing at the City’s site.

Agreement for Services v. January 2021 Page 8 of 9
Anderson Pacific
April, 2021
Attachment B
DEPARTMENT OF INDUSTRIAL RELATIONS’ STATE LABOR CODE
Labor Law Requirements
(CCR Title 8, Section 16421)
This public works project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations (“DIR”). All work shall be in accordance with wage scales and applicable determinations made by the Director of the DIR, as provided by Article 2, Chapter 1, Division 2, Part 7 of the Labor Code of the State of California, commencing with §1771.

Penalties for violations may be applied by the DIR pursuant to the Labor Code §1813 and §1815. The Contractor shall indemnify, hold harmless, and defend the City (with counsel reasonably approved by the City) against any claim for damages, compensation, fines, penalties, or other amounts arising out of the failure or alleged failure of any person or entity (including Contractor and its subcontractors) to pay prevailing wages as determined pursuant to Labor Code §1720, and hereby agrees to, §§1771-1774; to employ apprentices pursuant to Labor Code §1777.5 et seq., and/or to comply with the other applicable provisions of Labor Code §1720 et seq., §§1771- 1774, §1777.5 et seq., and the implementing regulations of the DIR in connection with the scope of work. This indemnification section shall survive the expiration of the Term.

The Federal and State Labor Law requirements applicable to the Agreement are composed of, but not limited, to the following items:

1. Payment of Prevailing Wage Rates: All contractors, including subcontractors, shall pay no less than the prevailing rate of wages (Labor Code §1775), including the rates for holidays and overtime work (Labor Code §§1813 and 1815), to all workers employed in the execution of the contract (Labor Code §1774), pursuant to Labor Code §§1720-1784.

The prevailing rates are those issued as wage determinations by the DIR, for each craft, classification and type of work. The current wage rate information can be found at the DIR’s website at: https://www.dir.ca.gov/oprl/DPreWageDetermination.htm.

Copies of the prevailing rate of per diem wages are on file at City’s Public Works Department (principal place of office). Contractor shall post a copy of the determination of the Director of DIR of the prevailing rate of per diem wages at each job site.

2. Apprentices: Contractor and subcontractors shall employ registered apprentices on this public works Agreement pursuant to Labor Code §1777.5. All contractors on this project (prime and subcontractors) are required to submit the Division of Apprenticeship Standards’ (“DAS”) Public Works Contract Award Information (DAS 140) form to all applicable apprenticeship committees no later than 10 days before commencing work.

Additionally, all contractors are required to request registered apprentices (DAS 142 form).

Penalties for failure to pay prevailing wages (for non-exempt projects) and failure to employ apprentices include forfeitures and debarment under Labor Code §§1775 and 1777.7.

3. Certified Payroll Records: All contractors, including subcontractors, must maintain and file certified payroll records (“CPRs”) pursuant to Labor Code §1776. Additionally, all contractors and subcontractors must furnish certified payroll records into the DIR’s Electronic Certified Payroll Reporting (“eCPRs”) database Agreement for Services v. January 2021 Page 9 of 9
Anderson Pacific
April, 2021
(https://efiling.dir.ca.gov/eCPR/pages/eCPROnlineForm.jsp). Penalties apply to Contractor and any Subcontractors for failure to do so under Labor Code §1777.

4. Subcontracting: Contractors are required to list all subcontractors hired to perform work on this public works agreement.

5. Proper Licensing/Registration: All contractors and subcontractors are required to be properly licensed, in accordance with the Provisions of Chapter 9 of Division 3 of the Business and Professions Code and subject to the requirements of §4104 of the Public Contract Code. In addition, all contractors including subcontractors must submit proof of current registration to perform public work, pursuant to Labor Code §1771.1. Contractors are required to be properly licensed and to require all subcontractors to be properly licensed. Penalties for employing workers while unlicensed under Labor Code §1021 and under the California Contractors License Law, found at Business and Professions Code §7000 et. seq.

6. Job Site Notices: Contractors are required to post all required notices (posters) on the job site in an area accessible to all workers, including subcontractors. Posters must be readable and placed in visible areas allowing workers to access the posters before, during, and after work shifts. Jobsites with multiple locations must include a portable poster board to ensure continued access to the information. Posters placed in foreman, supervisor, or employee vehicles, in an offsite job trailer, or inside a temporary restroom do not meet the posting requirement. Posters may be printed from the DIR’s website at:
http://www.dir.ca.gov/wpnodb.html.

7. Nondiscrimination in Employment – Equal Employment Opportunity (“EEO”):

Employment discrimination is prohibited, pursuant to Labor Code §1777.6, the Government Code, and Title VII of the Civil Rights Act of 1964.

8. Kickbacks Prohibited: Contractors and subcontractors are prohibited from recapturing wages illegally by accepting or extracting “kickbacks” from employee wages pursuant to Labor Code §1778.

9. Acceptance of Fees Prohibited: Contractors and subcontractors are prohibited from accepting fees for registering any person for public work or for filling work orders on public works contracts, pursuant to Labor Code §§1779 and 1780.

10. Unfair Competition Prohibited: Contractors and subcontractors are prohibited from engaging in unfair competition as specified under Business and Professions Code §§17200 - 17208.

11. Workers’ Compensation: Contractors and subcontractors must be properly insured for Workers’ Compensation under Labor Code §1861. Contractor hereby represents that Contractor is aware of the provisions of Section 3700 of the Labor Code, which require every employee to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code, and Contractor will comply with such provisions before commencing the performance of the work of this agreement.

12. OSHA: Contractors and subcontractors must abide by the Occupational, Safety, and Health Laws and regulations that apply.

IMPROVEMENT PLANS FOR LAKE STREET EMERGENCY SEWER REPAIR VICINITY MAP NTS NN ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2
3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF
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5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2021

CITY OF SALINAS

LAKE STREET EMERGENCY SEWER REPAIR
604/14/2021 0886-0016 KEW JJCSHEETS
TITLE SHEET G-1
1 FILE NAME: 0886-0016-TITL.DWG
R Know what'sbelow. Callbefore you dig. (100.0 FS) 101.50 FS ABBREVIATIONS AC ASPHALTIC CONCRETE ACP ASBESTOS CEMENT PIPE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ARV AIR RELEASE VALVE A&V AIR AND VACUUM (COMBINATION) VALVE AVG AVERAGE BC BEGIN CURVE BF BLIND FLANGE BFV BUTTERFLY VALVE BIA BUREAU OF INDIAN AFFAIRS BLDG BUILDING BM BENCH MARK BO BLOW OFF BV BALL VALVE

C CURB CAV COMBINATION AIR VALVE CATV CABLE TELEVISION CI CAST IRON CL CENTERLINE CL CLASS CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CP CATHODIC PROTECTION CPLG COUPLING CY CUBIC YARD DET DETAIL DIA DIAMETER DIM DIMENSION D/W DRIVEWAY

E EXISTING EA EACH EC END CURVE ELE ELEVATION EP EDGE OF PAVEMENT EX EXISTING EG EXISTING GROUND FCA FLANGE COUPLING ADAPTOR FDC FIRE DEPARTMENT CONNECTION FF FINISH FLOOR FG FINISH GRADE FH FIRE HYDRANT FL FLOW LINE FL FIRE LINE FLG FLANGE FS FINISH SURFACE FT FEET

G GAS GA GAGE GAL GALLON GALV GALVANIZED GB GRADE BREAK GPD GALLONS PER DAY GPM GALLONS PER MINUTE GV GATE VALVE HC HANDICAP HDPE HIGH DENSITY POLYETHYLENE HGL HYDRAULIC GRADE LINE ID INSIDE DIAMETER IN INCHES INV INVERT JP JOINT POLE JT JOINT UTILITY TRENCH

L LENGTH LAT LATERAL LF LINEAR FEET LP LIGHT POLE LT LEFT

M METER MAX MAXIMUM MIN MINIMUM MISC MISCELLANEOUS MH MANHOLE N/A NOT APPLICABLE NGVD NATIONAL GEODETIC VERTICAL DATUM NIC NOT IN CONTRACT NTS NOT TO SCALE OD OUTSIDE DIAMETER PCC PORTLAND CEMENT CONCRETE PH POTHOLE (UTILITY WAS POTHOLED) PIV POST INDICATOR VALVE POC POINT OF CONNECTION PRV PRESSURE REGULATING VALVE PSF POUND PER SQURE FOOT PSI POUND PER SQUARE INCH PVC POLYVINYL CHLORIDE

R RADIUS RC REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE REQD REQUIRED RT RIGHT R/W RIGHT OF WAY RET WALL RETAINING WALL SS SANITARY SEWER SCH SCHEDULE SD STORM DRAIN SHT SHEET SPEC SPECIFICATIONS SSFM SANITARY SEWER FORCE MAIN STA STATION STD STANDARD STL STEEL SW SIDEWALK

T TELEPHONE TB THRUST BLOCK TB TOP OF BANK TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TP TOP OF PAVEMENT TYP TYPICAL TW TOP WALL UTL COMMON TRENCH UTILITIES VAR VARIES VC VERTICAL CURVE VIC VICTAULIC COUPLING VERT VERTICAL W WATER WF WIDE FLANGE WL WATER LINE WM WATER METER WS WATER SERVICE WV WATER VALVE WWM WELDED WIRE MESH WW WET WELL *NOTE: THIS IS A STANDARD SET OF ABBREVIATIONS. NOT ALL ABBREVIATIONS SHOWN WILL APPLY TO THIS WORK. CO CO (2.00) % 2.00
% LEGEND EXISTING PROPOSED DESCRIPTION SPOT ELEVATIONS SEWER MANHOLE SEWER CLEANOUT SERVICE LATERAL (W=WATER, G=GAS, U=UTILITIES) SERVICE METER (W=WATER) DOUBLE SERVICE METER (W=WATER) SEWER LATERAL FIRE HYDRANT STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN GATE VALVE CAP SURVEY MONUMENT BENCH MARK SLOPE PERCENTAGE ABANDON UTILITY EDGE OF PAVEMENT REDUCER / INCREASER WATER LINE SEWER FORCE MAIN GRAVITY SEWER LINE STORM DRAIN UNDERGROUND GAS LINE UNDERGROUND UTILITY LINE LOCATION UNDERGROUND ELECTRICAL LINE UNDERGROUND CABLE TELEVISION LINE UNDERGROUND TELEPHONE LINE RIGHT OF WAY EASEMENT CENTERLINE BARBED WIRE FENCE CHAIN LINK FENCE RETAINING WALL FLOWLINE 8 l
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W MARKET STREET W ROSSI STREET 04/14/2021
ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2
3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF
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5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2021

CITY OF SALINAS

LAKE STREET EMERGENCY SEWER REPAIR
604/14/2021 0886-0016 KEW JJCSHEETS
NOTES AND SPECIFICATIONS G-2
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SIONA L ENGINEER GENERAL NOTES TECHNICAL SPECIFICATIONS 1. OVERVIEW 1.1. THESE TECHNICAL SPECIFICATIONS SUPPLEMENT THE CITY OF SALINAS STANDARD SPECIFICATIONS AND DESIGN STANDARDS AND STANDARD PLANS, 2008 EDITION, WITH 3/7/17 UPDATES TO THE STANDARD PLANS. WHERE CONFLICT EXISTS BETWEEN THE CITY STANDARDS AND THESE TECHNICAL SPECIFICATIONS, THE REQUIREMENTS OF THESE TECHNICAL SPECIFICATIONS SHALL PREVAIL. 2. SUBMITTALS 2.1. PROVIDE SUBMITTALS TO CITY AND ENGINEER WITH SUFFICIENT INFORMATION TO DEMONSTRATE COMPLIANCE WITH THE PROJECT SPECIFICATIONS AND REQUIREMENTS. ALL SUBMITTALS SHALL BE IN ELECTRONIC PDF FORMAT. CITY AND ENGINEER WILL ENDEAVOR TO EXPEDITE REVIEW OF SUBMITTALS, UNDERSTANDING THE URGENCY OF THIS WORK. 3. PVC SEWER WORK - GENERAL 3.1. PVC SEWER FORCE MAIN 3.1.1. PROVIDE OVERALL WORK PLAN AND SEQUENCE OF WORK, FOR REVIEW BY CITY AND ENGINEER, A MINIMUM OF 5 WORKING DAYS PRIOR TO COMMENCEMENT OF SEWER CONSTRUCTION. THIS WORK PLAN SHALL INCLUDE A SUMMARY OF CONTRACTOR'S EXISTING SEWER BYPASS FACILITIES ALREADY IN PLACE, AND DETAILS OF ADDITIONAL BYPASSING, TEMPORARY DISRUPTIONS OF SERVICE AND DETAILS ON ORDER OF WORK, DETAILED SEQUENCING, ABANDONMENT OF EXISTING SEWER IMPROVEMENTS, SEWER LATERAL TIE-IN PLAN, AND TRAFFIC CONTROL PLAN(S). TRAFFIC CONTROL PLANS SHALL BE PREPARED BY THE CONTRACTOR, SHALL BE APPROVED BY THE CITY, AND SHALL CONFORM TO SECTION 12 CONSTRUCTION AREA TRAFFIC CONTROL DEVICES. 3.1.2. CONTRACTOR SHALL MAINTAIN AT LEAST ONE SINGLE LANE OF TRAFFIC OPEN ON ALL AREA STREETS AT ALL TIMES, AND LIMIT WORK HOURS AS SPECIFIED IN SECTION 7-1.09. BETWEEN THE HOURS OF 8 PM AND 6 AM, MONDAY THROUGH FRIDAY, CONTRACTOR MAY CLOSE THE STREET ONLY UPON PRIOR APPROVAL BY THE CITY. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL APPLICABLE ESSENTIAL SERVICES OF SUCH ROAD CLOSURES, REFER TO SECTION 7-1.09A. ACCESS TO BUSINESSES SHALL BE MAINTAINED AT ALL TIMES. WHERE TEMPORARY BLOCKAGES OF DRIVEWAYS IS REQUIRED, ACCOMMODATE ACCESS TO PROPERTIES THROUGH DRIVE PLATES AND OTHER MEANS. POST “NO PARKING” SIGNS AS REQUIRED FOR CONSTRUCTION, AND LIMIT PARKING RESTRICTIONS TO ONLY THAT REQUIRED FOR CONTRACTOR'S IMMEDIATE WORK ZONE EACH DAY. 3.1.3. PROVIDE NEW SEWER WORKS AS SHOWN ON THE DRAWINGS, AND PER CITY STANDARDS, SECTION 71 SEWERS AND APPLICABLE STANDARD PLANS. PROVIDE TRENCH RE-SURFACING PER SECTION 71-2.12, AND AS SHOWN ON THE STANDARD PLANS. 3.1.4. TRENCH WORK AND PIPE LAYING SHALL BE IN ACCORDANCE WITH SECTION 19 EARTHWORK, AND THE STANDARD PLANS. JETTING OF BACKFILL MATERIALS FOR THE PURPOSES OF AIDING IN COMPACTION, SHALL NOT BE ALLOWED. 3.1.5. PROTECT IN PLACE, OR REMOVE AND RESTORE SURVEY MONUMENTS AS REQUIRED FOR CONSTRUCTION PER SECTION 81 MONUMENTS, AND STANDARD PLAN NO. 8. 3.1.6. CONTRACTOR'S ATTENTION IS DIRECTED TO KNOWN EXISTING CONCRETE PAVEMENT EXISTING BELOW THE EXISTING ASPHALT PAVEMENT. SAWCUT AND REMOVE EXISTING CONCRETE PAVEMENT AS REQUIRED FOR CONSTRUCTION, AND BACKFILL PER THE TRENCH DETAILS AND PLANS. DO NOT REPLACE EXISTING CONCRETE PAVEMENT IN KIND. ALL SAWCUTS TO ACCOMMODATE PIPE TRENCHES AND SEWER MANHOLES SHALL BE AT NEAT ANGLES PARALLEL TO, OR TRANSVERSE TO, THE ROAD CENTERLINE. 3.2. PVC SEWER FORCE MAIN 3.2.1. COORDINATE WITH CITY STAFF FOR SCHEDULING OF TEMPORARY SHUTDOWN OF EXISTING FORCE MAIN FOR TIE-IN. PROVIDE CITY WITH A MINIMUM OF 3 WORKING DAY NOTICE PRIOR TO SCHEDULED WORK. 3.2.2. PVC SEWER FORCE MAIN SHALL BE C900 CLASS 235 (DR 18) PVC PER AWWA C900. 3.2.2.1. GASKETS PER ASTM F477 3.2.2.2. JOINTS PER ASTM D3139 3.2.3. PIPE SHALL BE EITHER COLORED/PIGMENTED WHITE OR COLORED/PIGMENTED GREEN. 3.2.4. PROVIDE WARNING TAPE FOR BURIED FORCE MAINS AS SHOWN ON TRENCH DETAILS, AND TAPE SHALL BE OF PIGMENTED POLYOLEFIN MATERIAL, NON-DETECTABLE, WHICH IS CHEMICALLY INERT AND WILL NOT DEGRADE UPON CONTACT WITH MOIST SOIL. TAPE SHALL HAVE TENSILE STRENGTH OF 2,500 PSI AND ELONGATION OF 800% PER ASTM D-882. TAPE SHALL BE 3" WIDE, GREEN COLORED AND MARKED IN BLACK LETTERING (ALL CAPS) “CAUTION SEWER FORCE MAIN”, TERRA-TAPE OR APPROVED EQUAL. TRACER WIRE SHALL NOT BE REQUIRED. 3.2.5. ALL JOINTS SHALL BE RESTRAINED UNLESS OTHERWISE SHOWN OR SPECIFIED. RESTRAINED JOINTS FOR PVC PIPE SHALL BE EBAA IRON PV 2000 SERIES, OR APPROVED EQUAL. RESTRAINT AT PVC PIPE JOINTS SHALL BE EBAA IRON SERIES 1900 RESTRAINED HARNESS OR APPROVED EQUAL. IN ADDITION TO RESTRAINED JOINTS, THRUST BLOCKS SHALL BE PROVIDED AT TRANSITION FITTINGS FOR FITTINGS OF 11-1/4 DEGREE AND LARGER. SIZE THRUST BLOCK FOR 150 PSI PRESSURE AND 500 PSI SOIL BEARING STRENGTH. 3.2.6. FORCE MAIN PENETRATION INTO EXISTING OR NEW SEWER MANHOLE SHALL BE SAME AS SPECIFIED FOR GRAVITY SEWER PENETRATIONS. 3.2.7. TIE-IN TO EXISTING ACP FORCE MAIN USING COMPATIBLE PIPE COUPLING, SUCH AS ROMAC XR501 OR APPROVED EQUAL. NEW FORCE MAIN SHALL MATE TO PLAIN END ACP WHERE EXISTING ACP HAS BEEN CUT (DO NOT CONNECT AT AN EXISTING ACP JOINT). 3.2.8. WATER PRESSURE TEST WILL NOT BE REQUIRED FOR THIS SEWER FORCE MAIN. PERFORM ALL OTHER TESTING OF SEWERS ON THIS FORCE MAIN, PER SECTION 71-3, PRIOR TO FINAL TIE-IN TO EXISTING ACP SEWER FORCE MAIN. 3.3. PVC GRAVITY SEWER PER SECTION 71-2.04. 3.3.1. WARNING TAPE SHALL BE AS SPECIFIED FOR SEWER FORCE MAIN, WITH LETTERING “WARNING SEWER” ON THE WARNING TAPE. PIPE COLOR/PIGMENTATION SHALL BE GREEN. 3.3.2. EXISTING SEWER LATERALS SHALL BE RE-CONNECTED TO NEW GRAVITY SEWER USING LARGE DIAMETER GASKETED SEWER FITTINGS FOR USE WITH PVC SDF 35 SEWER PIPE IN ACCORDANCE WITH ASTM F-679, AND GASKET SYSTEMS MEETING ASTM F-477. CONTRACTOR SHALL CONFIRM EXISTING SEWER LATERAL SIZES (4” OR 6”) AND PROVIDE APPROPRIATELY SIZED 27”X4” OR 27”X6” WYES WHERE REQUIRED FOR SEWER LATERAL RE-CONNECTIONS. EXTEND EXISTING SEWER LATERAL TO NEW WYE FITTING WHERE REQUIRED. SUBMIT PLAN TO CITY AND ENGINEER FOR APPROVAL, REPAIR OF AND EXTENSION OF EXISTING SEWER LATERAL TO WYE FITTING, ONCE CONTRACTOR CONFIRMS EXISTING SEWER LATERAL MATERIAL AND DIAMETER. TIE-INS AND DISRUPTION OF EXISTING SEWER SERVICE SHALL BE LIMITED TO 2 HOURS OR LESS PER CONNECTION/CUSTOMER, AND CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING, COORDINATING AND NOTIFYING EXISTING CUSTOMERS OF THE WORK. 4. HDPP SEWER WORK - GENERAL 4.1. NEW HIGH DENSITY POLYPROPYLENE PIPE (HDPP) SHALL BE ADS SANITITE ® HIGH PERFORMANCE (HP) PIPE, OR APPROVED EQUAL, IN ACCORDANCE WITH ASTM F2764. PIPE (12” THROUGH 30” DIAMETER) SHALL CONSIST OF DUAL WALL PIPE WITH A SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS. INSTALL PIPE PER MANUFACTURER'S RECOMMENDATIONS AND PER ASTM D2321. CONTRACTOR SHALL SELECT STANDARD PIPE LENGTHS (13' AND 20') AS REQUIRED FOR INSTALLATION AND TO ACCOMMODATE TRENCH SHORING SYSTEMS. 4.2. JOINTS. PIPE BELL AND SPIGOT JOINTS SHALL MEET THE RQUIREMENTS OF ASTM F2764. JOINTS SHALL BE WATER-TIGHT PER ASTM D3212 UNDER 15 PSI AIR PRESSURE TEST. GASKETS SHALL MEET THE REQUIREMENTS OF ASTM F477, AND GASKETS SHALL BE COVERED AT THE FACTORY WITH A REMOVABLE, PROTECTIVE WRAP TO ENSURE GASKETS ARE FREE FROM DEBRIS. USE ONLY JOINT LUBRICANT APPROVED BY THE MANUFACTURER FOR BELL ASSEMBLY. BELL SHALL BE REINFORCED WITH A POLYMER COMPOSITE BAND INSTALLED BY THE MANUFACTURER. 4.3. FITTINGS. FITTINGS SHALL CONFORM TO ASTM F2764. BELL AND SPIGOT CONNECTIONS SHALL UTILIZE A WELDED OR INTEGRAL BELL AND VALLEY OR INLINE GASKETS MEETING THE WATERTIGHT JOINT PERFORMANCE REQUIREMENTS OF ASTM D3212. TO ASSURE WATERTIGHTNESS, FIELD PERFORMANCE VERIFICATION SHALL BE ACCOMPLISHED BY TESTING IN ACCORDANCE WITH ASTM F1417 OR ASTM F2487. TEST SEWER PIPE PER CITY STANDARD SPECIFICATION SECTION 71-3. 4.4. LATERAL CONNECTIONS. PROVIDE STANDARD TAP CONNECTIONS RECOMMENDED BY THE MANUFACTURER, INSERTA TEE® TAP OR APPROVED EQUAL. LATERAL SERVICE TAPS SHALL BE COMPATIBLE WITH MAIN SEWER PIPE. 4.5. MANHOLE/STRUCTURE CONNECTIONS. CONNECTION NEW SEWER TO EXISTING AND NEW SEWER MANHOLE STRUCTURES USING CONNECTIONS MEETING THE REQUIREMENTS OF ASTM C923, AND RECOMMENDED BY THE PIPE MANUFACTURER. TRANSITION TO SMOOTH EXTERIOR SURFACE AT THE MANHOLE/PIPE INTERFACE USING A CORRUGATED PIPE ADAPTER, PVC MANHOLE ADAPTER, OR POLYPROPYLENE MANHOLE SLEEVE ADAPTER. 5. SEWER MANHOLES 5.1. NEW SEWER MANHOLES SHALL BE PER CITY STANDARD DRAWING 25, FOR TYPE A AND TYPE B MANHOLES, AND OF THE SIZE INDICATED ON THE DRAWINGS. PROVIDE SHOP DRAWINGS FOR APPROVAL BY CITY AND ENGINEER, FOR ALL SEWER MANHOLES SHOWN ON THE DRAWINGS. UNLESS OTHERWISE SPECIFIED, ALL MANHOLES, FRAME AND COVER SHALL BE DESIGNED AND RATED FOR H-20 WHEEL LOADING, AND ALL NEW SEWER MANHOLES SHALL BE LINED ON INTERIOR SURFACES PER CITY STANDARDS. 6. HANDLING, REMOVAL, AND ABANDONMENT OF ASBESTOS CEMENT PIPE 6.1. REMOVE AND DISPOSE OF ASBESTOS CEMENT PIPE (ACP) IN ACCORDANCE WITH STATE OF CALIFORNIA REQUIREMENTS AND THESE CONTRACT DOCUMENTS/TECHNICAL SPECIFICATIONS. REMOVAL OF ACP SHALL BE PERFORMED BY A CONTRACTOR LICENSED AND CERTIFIED BY CAL/OSHA FOR SUCH REMOVAL. FOLLOW THE AWWA GUIDELINES FOR HANDLING, REMOVING AND DISPOSING OF ACP AS STATED IN THE APPLICABLE SECTIONS OF AWWA STANDARDS C400, C401, C402, AND C403 COVERING ASBESTOS CEMENT TRANSMISSION AND DISTRIBUTION PIPE. ACCOMPLISH THE REMOVAL OF ACP BY REMOVING INTACT PIPE SECTIONS, WHERE POSSIBLE. POTHOLE AND EXPOSE THE ACP AT LEAST TWO DAYS PRIOR TO REMOVAL TO VERIFY EXTENT OF PIPE TO BE REMOVED AND APPROPRIATENESS OF PROPOSED “ASBESTOS CEMENT PIPE REMOVAL AND DISPOSAL PLAN”. PERFORM ALL CUTTING AND HANDLING OF ASBESTOS CEMENT PIPE IN ACCORDANCE WITH THE STATE OF CALIFORNIA REQUIREMENTS. PROVIDE SUFFICIENT SUPERVISION AND PERFORM MONITORING TO ASSURE CONFORMANCE WITH STATE REQUIREMENTS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR UTILIZE METHODS OF REMOVAL THAT RESULT IN THE RELEASE OF ASBESTOS FIBERS INTO THE AIR. 6.2. SNAP CUTTING TOOLS SHALL BE USED FOR THE REMOVAL OF ASBESTOS CEMENT PIPE WHENEVER THE REMOVAL OF INTACT PIPE SECTIONS IS NOT POSSIBLE. POWER “CUT OFF” SAWS, HANDSAWS, AND OTHER DEVICES AND METHODS THAT RESULT IN THE RELEASE OF ASBESTOS FIBERS INTO THE AIR SHALL NOT BE USED FOR THE REMOVAL OF ACP. THE PIPE SHALL BE WETTED PRIOR TO THE SNAPPING OPERATION BEING PERFORMED. USE OF A HAMMER AND CHISEL TO GRADUALLY SPLIT AN ACP COUPLING LENGTHWISE MAY ONLY BE PERFORMED IF THE “ASBESTOS CEMENT PIPE REMOVAL AND DISPOSAL PLAN” DEVELOPED BY THE CONTRACTOR INCORPORATES MEASURES TO PREVENT THE RELEASE OF ASBESTOS FIBERS INTO THE AIR, AND IS APPROVED BY THE CITY. IF DURING THE REMOVAL OF ACP BROKEN EDGES OCCUR, THE BROKEN EDGES OF ACP TO REMAIN IN SERVICE OR DISPOSED OF, SHALL BE ENCAPSULATED WITH CIM INDUSTRIES 1061 ANSI/NSF 61 APPROVED LIQUID-APPLIED URETHANE COATING OR APPROVED EQUAL. CONTINUOUSLY WET THE ACP AROUND THE SNAP CUTTING TOOL DURING THE REMOVAL OPERATION. ALL PERSONNEL HANDLING THE ACP SHALL WEAR PERSONAL PROTECTIVE EQUIPMENT INCLUDING GLOVES, SAFETY GLASSES, AND PROPERLY FITTED RESPIRATORS DURING THE REMOVAL AND BAGGING OPERATIONS AND SHALL BE TRAINED IN THE USE OF THE RESPIRATOR EQUIPMENT. ALL PEDESTRIAN TRAFFIC SHALL BE REROUTED TO MAINTAIN 30 FEET CLEAR OF THE REMOVAL POINT. 6.3. ALL REMOVED SECTIONS OR PIECES OF ACP SHALL BE BAGGED AND PREPARED FOR DISPOSAL IMMEDIATELY AFTER REMOVAL. TRANSPORT AND DISPOSE OF ALL SECTIONS AND PIECES OF ACP IN ACCORDANCE WITH STATE REQUIREMENTS AT A LEGALLY OPERATING LANDFILL THAT ACCEPTS CONSTRUCTION DEBRIS. ALL SECTIONS OR PIECES OF ACP SHALL BE WETTED AND DOUBLE WRAPPED OR BAGGED WITH 6 MIL PLASTIC WRAP IM-MEDIATELY AFTER REMOVAL. THE OUTER WRAP SHALL BE SECURELY HELD IN PLACE WITH TAPE IN A MANNER TO PREVENT THE RELEASE OF AIRBORNE ASBESTOS FIBERS. 7. ABANDONMENT OF ACP SEWER IN PLACE. 7.1. PRIOR TO ABANDONMENT OF SEWER, VERIFY WITH CITY THAT NO ACTIVE SEWER LATERALS REMAIN ON SEWER TO BE ABANDONED. ABANDON ACP IN PLACE BY FIRST FLUSHING THE PIPE CLEAN TO REMOVE SEWAGE AND SOLID MATTER, THEN FILL ACP COMPLETELY WITH SLURRY CEMENT BACKFILL PER CALTRANS 19-3.02E. CAREFULLY KEEP TRACK OF VOLUME OF MATERIAL USED TO FILL PIPE, AND COMPARE WITH CALCULATED VOLUME OF PIPE TO ENSURE ABANDONED PIPE HAS BEEN FILLED COMPLETELY. REVIEW QUANTITIES OF MATERIAL USED AND CALCULATIONS WITH CITY AND ENGINEER, TO ENSURE ALL PARTIES CONCUR PIPE VOIDS ARE ADEQUATELY FILLED. 8. ABANDONMENT OF SEWER MANHOLES 8.1. ABANDON SEWER MANHOLES INDICATED TO BE ABANDONED, BY FIRST FLUSHING MANHOLE CLEAN OF SEWAGE AND SOLID MATTER. CRACK SEWER MANHOLE SUCH THAT MANHOLE CANNOT CONTAIN LIQUID. FILL MANHOLE WITH SLURRY CEMENT BACKFILL PER CALTRANS 19-3.02E, OR SAND BACKFILL WITH A SAND EQUIVALENT OF 30 OR GREATER. REMOVE UPPER 12” OF MANHOLE CONE/GRADE RINGS AND MANHOLE GRATE/COVER PRIOR TO RESTORING ROAD SECTION. 04/14/2021

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SS 10 11 12 14 15 17 18 19 EX. SSMH No. 1153 RIM = 47.91' INV 8" CLAY PIPE (NE) = 40.84' INV 12" CLAY PIPE (E-W) = 40.68' BRICK STRUCTURE SSMH RIM = 47.61' TOP CONC COVER ALONG ROSSI ST. = 42.47' INV 10" CLAY = 40.13' BRICK STRUCTURE SDMH RIM = 47.68' INV 18" CONC PIPE CAPPED (N) = 42.12' PRESSURE GAUGE ACROSS THE TOP EX. SSMH No. 1150 RIM = 47.54' INV 8" CLAY PIPE = 41.42' EX. SDMH No. 1152 RIM = 48.03' INV 18" CONC PIPE (NE)= 42.11' 15" CONC PIPE (W) BRICK STRUCTURE EX. SDMH No. 1151 RIM = 47.92' INV = 42.02' 8" PIPE (N) 18" STEEL PIPE (W) 18" CONC PIPE (S) 12" CONC PIPE (E) PARTIAL BRICK STRUCTURE EX. SDMH RIM = 47.68' INV 12" PVC DROP (SW) = 44.23' INV 18" CONC PIPE (NW-NE) = 42.60' EX. SSMH No. 1157 RIM = 47.94' INV 12" ACP (E) = 44.12' INV 21" ACP (W) = 42.86' EX. SSMH 1156 RIM = 47.85' IINV 21" ACP (W-E) = 42.75' 14" PVC PIPE (SE) EX. SSMH No. 1155 RIM = 47.32' IINV 15" PVC PIPE (W-SE) = 42.92' EX. SSMH No. 1167 RIM = 48.65' INV 8" CLAY PIPE DROP (S) = 42.40' INV 8" CLAY PIPE DROP (N) = 42.40' INV 21" ACP (W-E) = 41.62' EX. SSMH No. 1169 RIM = 48.60' INV 8" CLAY PIPE DROP (S) = 42.25' INV 12" CLAY PIPE (W-E) = 40.85' EX. SSMH No. 1178 RIM = 48.60' INV 8" CLAY PIPE DROP (S) = 40.90' INV 12" CLAY PIPE (W-E) = 40.44' BRICK STRUCTURE EX. SSMH No. 1179 RIM = 48.32' INV 24" STEEL PIPE (SW) = 38.17' 21" ACP (SE) EX. SSMH No. 1180 RIM = 48.51' INV 24" STEEL PIPE DROP (NE) = 37.67' 36" HDPE PIPE (N) = 34.78' INV 48" STEEL PIPE (SW) = 34.78' EX. SSMH No. 1181 RIM = 48.39' INV 8" CLAY PIPE (N) = 40.45' INV 12" CLAY PIPE (W-E) = 38.69' INV 48" STEEL PIPE (SW-NE) = 34.74' EX. SDMH No. 1182 RIM = 48.73' INV 21" CONC PIPE = 41.47' BRICK STRUCTURE EX. SSMH No. 1183 RIM = 48.00' INV 48" STEEL PIPE (SW-NE) = 35.30' SSMH RIM = 47.74' INV 21" CONC PIPE = 41.47' BRICK STRUCTURE SDMH RIM = 47.65' INV 10" PVC (E) = 42.60' INV 12" PVC (SE) = 42.30' INV 24" CONC PIPE = 41.20' SEARCHED FOR SSMH, NOTHING FOUND D
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D SURVEY CONTROL POINTS PT. NO. 1011121415171819 NORTHING 2141320.86 2141398.01 2141372.82 2141488.78 2141353.57 2141330.22 2141345.80 2141307.91 EASTING 5783689.74 5784291.50 5784280.43 5784348.70 5784043.17 5783939.39 5783757.34 5783748.54 ELEV. 48.84 48.12 47.85 48.08 48.34 48.67 47.94 48.17 DESC. SET MAG NAIL AND WASHER "WALLACE GROUP" SET X FOUND CONTROL NAIL AND TIN SET X IN TOP OF CURB SET X IN MANHOLE COLLAR SET MAG NAIL AND WASHER "WALLACE GROUP" SET MAG NAIL AND WASHER "WALLACE GROUP" SET X IN TOP OF CURB N
0 (IN FEET) GRAPHIC SCALE 40 80 1 IN = 40 FT 20 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2
3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF
1 2 3 4
A
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5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2021

CITY OF SALINAS

LAKE STREET EMERGENCY SEWER REPAIR
604/14/2021 0886-0016 KEW JJCSHEETS
PROJECT SURVEY CONTROL & EXISTING CONDITIONS S-1
3 FILE NAME: 0886-0016-PCPN.DWG

E LAKE STREET

CALIFORNIA STREET

E ROSSI STREET

BRIDGE STREET

BRIDGE ALLEY

N MAIN STREET

BRIDGE STREET

SOLEDAD STREET

CALIFORNIA STREET

SHERWOOD DRIVE
LAKE ALLEY Scale: 1" = 40' PROJECT SURVEY CONTROL SURVEY NOTES 1. THE HORIZONTAL DATUM FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1983, (1992 HPGN EPOCH 1991.35) 2. THE PROJECTION USED IS THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE 4 PROJECTION. 3. THIS SURVEY TIED TO 3 CITY OF SALINAS REFERENCE STATIONS. THOSE STATIONS ARE THE POINTS DESIGNATED "5050"(NOT SHOWN HEREON), HAVING A PUBLISHED POSITION OF: NORTHING 2,153,791.49', EASTING 5,794,845.83'; AND "5051"(NOT SHOWN HEREON), HAVING A PUBLISHED POSITION OF: NORTHING 2,148,554.01', EASTING 5,793,264.82' AND "5105" (NOT SHOWN HEREON) HAVING A PUBLISHED POSITION OF: NORTHING 2,152,402.94', EASTING 5,789,049.34'. THE RESULTING BEARING FROM "5050" TO "PT. NO 10" BEING: S 41° 48' 56" W. THE BEARINGS SHOWN HEREON ARE REFERENCED TO CCS83, ZONE 4 GRID NORTH. 4. ALL MEASUREMENTS LISTED, SHOWN AND REPRESENTED HEREON ARE BASED ON GRID DISTANCES OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 ZONE 4 PROJECTION. THE COMBINED SCALE FACTOR FOR THE PROJECT IS 0.9999442 THIS SCALE FACTOR WAS CALCULATED USING AN ELEVATION OF 48.84 FEET FOR PT. NO. 10. DIVIDE THE DISTANCES HEREON BY THE COMBINED SCALE FACTOR TO OBTAIN GROUND DISTANCES. ALL DISTANCES SHOWN ARE U.S. SURVEY FEET. 5. THE CONVERGENCE ANGLE IS: - 1° 34' 58.78" AT PT. NO. 10. 6. THE ORTHOMETRIC HEIGHTS (ELEVATIONS) ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). THIS SURVEY TIED TO THE POINT DESIGNATED AS PT. NO 5050 (NOT SHOWN HEREON) ON THE RECORD OF SURVEY FOUND IN VOL. 25 OF SURVEYS ON PAGES 94 IN THE OFFICE OF THE RECORDER OF MONTEREY COUNTY, CALIFORNIA, HAVING A PUBLISHED ELEVATION OF 102.73.' 7. THE IMAGERY SHOWN HEREON IS DERIVED FROM GOOGLE EARTH AND IS FOR INFORMATIONAL PURPOSES ONLY. 8. UNDERGROUND PIPE SIZES ARE BASED ON VISUAL OBSERVATIONS MADE FROM THE SURFACE AND ARE APPROXIMATE. 9. UNDERGROUND UTILITY LOCATIONS ARE PLOTTED BASED ON ABOVE GROUND PAINT MARKS BY OTHERS, ABOVE GROUND SURFACE STRUCTURES. ACTUAL LOCATION MAY DIFFER. ADDITIONAL UNDERGROUND UTILITY LINES MAY EXIST. FOR INFORMATION REGARDING UTILITY LOCATION, SIZE, DEPTH, CONDITION, AND CAPACITY CONTACT UTILITY OR MUNICIPAL/PUBLIC SERVICE FACILITY.

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ELEVATION
ELEVATION STATION 25303540455055 25303540455055 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 4" SS LAT
STA: 11+51.29
4" SS LAT
STA: 11+49.19
4" SS LAT
STA: 11+90.76
4" SS LAT
STA: 11+88.76
4" SS LAT
STA: 12+43.73
4" SS LAT
STA: 12+60.12
4" SS LAT
STA: 12+93.00
4" SS LAT
STA: 12+91.70
EX. 3" PG&E COND
STA: 11+94.18 30" HDPE SS 307.14 LF @ 0.50% SLOPE EX. 21" EPOXY LINED ACP SS EX. 12" VCP SS EX. 12" VCP SS
STA:11+15.83
SSMH No. S4
RIM=48.47
FL IN (30")=36.81(E)
FL OUT (30")=36.71(NW)
STA:11+01.85
SSMH No. S5
RIM=47.94
FL IN (30")=36.64(SE)
FL OUT (30")=36.54(W)
STA:10+86.81
SSMH No. S6
RIM=48.00
FL IN (30")=35.28(E)
FL IN (36")=34.78(N)
FL OUT (48")=34.78(SW)
EX. 6" GAS
STA: 10+74.46
EX. 6" GAS
STA: 11+07.70
EX. 3" GAS
STA: 10+96.44
4" SS LAT
STA: 11+02.06 EX. 48" SS
SS
SS

SS SS SS SS SS SS SS SS SS SS
SS
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SS
SS
SS SS SD EX. SSMH No. 1178 RIM = 48.60' INV 8" CLAY PIPE DROP (S) = 40.90' INV 12" CLAY PIPE (W-E) = 40.44' BRICK STRUCTURE EX. SSMH No. 1179 RIM = 48.32' INV 24" STEEL PIPE (SW) = 38.17' 21" ACP (SE) EX. SSMH No. 1180 RIM = 48.51' INV 24" STEEL PIPE DROP (NE) = 37.67' 36" HDPE PIPE (N) = 34.78' INV 48" STEEL PIPE (SW) = 34.78' EX. SSMH No. 1181 RIM = 48.39' INV 8" CLAY PIPE (N) = 40.45' INV 12" CLAY PIPE (W-E) = 38.69' INV 48" STEEL PIPE (SW-NE) = 34.74' EX. SDMH No. 1182 RIM = 48.73' INV 21" CONC PIPE = 41.47' BRICK STRUCTURE EX. SSMH No. 1183 RIM = 48.00' INV 48" STEEL PIPE (SW-NE) = 35.30' STA: 11+15.83 SSMH No. S4 N: 2141325.43 E: 5783778.26 SS SS
SS
SS SS
SS
SS
BP: 10+00.00' N: 2141302.23
E: 5783671.43 PI: 10+44.57' N: 2141311.42 E: 5783715.05 PI: 10+63.43' N: 2141320.68 E: 5783731.48 SS
SS STA: 11+01.85 SSMH No. S5 N: 2141333.78 E: 5783767.03 STA: 10+86.81 SSMH No. S6 N: 2141331.58 E: 5783752.16 11+00
12+00
13+00 106

MATCHLINE
STA: 13+00
SEE SHEET PP-2 Scale: 1" = 20' PLAN Scale: 1" = 20' PROFILE N
0 0 1" 3.75 2.5 1.25
5 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2
3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF
1 2 3 4
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5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2021

CITY OF SALINAS

LAKE STREET EMERGENCY SEWER REPAIR
604/14/2021 0886-0016 KEW JJCSHEETS
LAKE STREET STA 10+00 TO STA 13+00 PP-1 4 FILE NAME: 0886-0016-LAKE STREET.DWG KARI
E. W
AGNER
C I V I L No. 66026 AL
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SIONA L ENGINEE
0 20 40
R (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT REFERENCE NOTES: 100 EXISTING CONDITIONS 101 EXISTING UTILITY, PROTECT IN PLACE. LOCATION IS APPROXIMATE, CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND LOCATING ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, PRIOR TO THE START OF WORK. 102 EXISTING SANITARY SEWER MANHOLE, PROTECT IN PLACE. 103 EXISTING STORM DRAIN MANHOLE, PROTECT IN PLACE.. 104 EXISTING PG&E VAULT, PROTECT IN PLACE. 105 EXISTING SANITARY SEWER, PROTECT IN PLACE. 106 EXISTING STORM DRAIN, PROTECT IN PLACE.. 200 PROPOSED CONSTRUCTION 201 30" HDPP SEWER MAIN, SEE SPECIFICATIONS. 202 12" PVC C900 CLASS 235 DR18 FORCE MAIN, SEE SPECIFICATIONS. 203 14" PVC C900 CLASS 235 DR18 FORCE MAIN, SEE SPECIFICATIONS. 204 8" PVC SDR35 GRAVITY SEWER, SEE SPECIFICATIONS. CONNECTION DETAILS PER DETAIL 6, SHEET D-1. 205 EXISTING ACP SEWER, ABANDON IN PLACE, SEE SPECIFICATIONS. 206 EXISTING ACP SEWER, REMOVE AND DISPOSE OF ACP AS REQUIRED FOR NEW CONSTRUCTION, SEE SPECIFICATIONS. 207 ABANDON SEWER MANHOLE IN PLACE, SEE SPECIFICATIONS. 208 EXISTING SANITARY SEWER MANHOLE. REMOVE AND CONSTRUCT NEW 60" MANHOLE PER DETAIL 1, SHEET D-1. COAT INTERIOR PER SPECIFICATIONS. 209 CONSTRUCT NEW 72" MANHOLE PER DETAIL 2, SHEET D-1. COAT INTERIOR PER SPECIFICATIONS. 210 EXISTING SANITARY SEWER MANHOLE. REMOVE AND CONSTRUCT NEW 60" DROP MANHOLE PER DETAIL 3, SHEET D-1. COAT INTERIOR PER SPECIFICATIONS. 211 CONSTRUCT NEW 60" MANHOLE PER DETAIL 4, SHEET D-1. COAT INTERIOR PER SPECIFICATIONS. 212 CONSTRUCT NEW 60" MANHOLE PER DETAIL 5, SHEET D-1. COAT INTERIOR PER SPECIFICATIONS. 213 EXISTING LATERAL SHOWN ON CCTV FOOTAGE. RE-CONNECT ALL ACTIVE LATERALS. 214 EXISTING SANITARY SEWER MANHOLE. REMOVE FOR CONSTRUCTION OF NEW MANHOLE. 215 EXISTING LATERAL SHOWN ON CCTV FOOTAGE, FIELD VERIFY CUSTOMER CONNECTION DIRECTION FOR ACTIVE LATERALS. RE-CONNECT ALL ACTIVE LATERALS. 21 6 EXISTING 12" VCP SEWER, ABANDON IN PLACE, SEE SPECIFICATIONS. 217 EXISTING SANITARY SEWER MANHOLE. REMOVE AND CONSTRUCT NEW 96" MANHOLE PER DETAIL 6, SHEET D-1. COAT INTERIOR PER SPECIFICATIONS. 218 CONNECT TO EXISTING FORCE MAIN WITH PIPE COUPLING. CONTRACTOR REQUIRED TO USE FITTINGS AS REQUIRED TO MAKE CONNECTION. CONTRACTOR SHALL NOT USE MORE THAN A 45 DEGREE BEND IN THE CONNECTION. SEE SPECIFICATIONS.

BRIDGE STREET

BRIDGE ALLEY
SOLEDAD STREET E LAKE STREET 106105 103 105 102 101 101 105 105 101 105 102 217 214 206 205 213 213 213 213 CAUTION: EXISTING 6" GAS MAIN 101 CAUTION: EXISTING 3" GAS LINE 201 201 213 213 213 213 213 101 201 105 211 212 216 CAUTION: EXISTING 3" GAS LINE 105 102 04/14/2021

ELEVATION
ELEVATION STATION 25303540455055 25303540455055 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+28 4" SS LAT
STA: 13+16.08
4" SS LAT
STA: 13+18.08
4" SS LAT
STA: 13+46.26
4" SS LAT
STA: 13+63.25
4" SS LAT
STA: 13+75.74
4" SS LAT
STA: 13+82.54
4" SS LAT
STA: 13+96.33
4" SS LAT
STA: 13+98.53
4" SS LAT
STA: 14+13.42
EX. 2" GAS
STA: 14+19.52
4" SS LAT
STA: 14+76.22
4" SS LAT
STA: 14+78.02
4" SS LAT
STA: 15+16.10
4" SS LAT
STA: 15+17.90
4" SS LAT
STA: 15+45.28
4" SS LAT
STA: 15+47.48
EX. 6" GAS MAIN
STA: 15+75.54
EX. 12" GAS MAIN (ABND)
STA: 15+77.87
EX. 6" WATER
STA: 15+88.29
EX. 12" HIGH PRESSURE GAS
STA: 16+10.67
STA:14+22.97
EX. SSMH No. S3
RIM=48.15
FL IN (30")=38.34(E)
FL IN (8")=42.25(S)
FL IN (8")=40.17(S)
FL OUT (30")=38.34(W)
STA:15+69.78
SSMH No. S2
RIM=47.58
FL IN (15")=40.41(SE)
FL IN (30")=39.08(E)
FL OUT (30")=39.08(W) 30" HDPE SS 146.80 LF @ 0.50% SLOPE EX. 21" EPOXY LINED ACP SS STA:15+90.42
SSMH No. S1
RIM=47.52
FL IN (12")=40.68(E)
FL IN (12")=39.38(SE)
FL IN (8")=40.84(NE)
FL OUT (30")=39.18(W) EX. 12" EPOXY LINED ACP SSFM EX. 14" PVC SSFM EX. 12" VCP SS 4" SS LAT
STA: 13+01.09
4" SS LAT
STA: 13+04.09 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSFM SSFM SSFM SSFM SS SS UNSURE WHICH DIRECTION LATERAL COMES FROM. UNSURE WHICH DIRECTION LATERAL COMES FROM. SD SD SD SD EX. SSMH No. 1153 RIM = 47.91' INV 8" CLAY PIPE (NE) = 40.84' INV 12" CLAY PIPE (E-W) = 40.68' BRICK STRUCTURE EX. SSMH No. 1150 RIM = 47.54' INV 8" CLAY PIPE = 41.42' EX. SDMH No. 1152 RIM = 48.03' INV 18" CONC PIPE (NE)= 42.11' 15" CONC PIPE (W) BRICK STRUCTURE EX. SDMH No. 1151 RIM = 47.92' INV = 42.02' 8" PIPE (N) 18" STEEL PIPE (W) 18" CONC PIPE (S) 12" CONC PIPE (E) PARTIAL BRICK STRUCTURE EX. SDMH RIM = 47.68' INV 12" PVC DROP (SW) = 44.23' INV 18" CONC PIPE (NW-NE) = 42.60' EX. SSMH No. 1157 RIM = 47.94' INV 12" ACP (E) = 44.12' INV 21" ACP (W) = 42.86' EX. SSMH 1156 RIM = 47.85' IINV 21" ACP (W-E) = 42.75' 14" PVC PIPE (SE) EX. SSMH No. 1155 RIM = 47.32' IINV 15" PVC PIPE (W-SE) = 42.92' EX. SSMH No. 1167 RIM = 48.65' INV 8" CLAY PIPE DROP (S) = 42.40' INV 8" CLAY PIPE DROP (N) = 42.40' INV 21" ACP (W-E) = 41.62' EX. SSMH No. 1169 RIM = 48.60' INV 8" CLAY PIPE DROP (S) = 42.25' INV 12" CLAY PIPE (W-E) = 40.85' STA: 14+22.97 SSMH No. S3 N: 2141370.21 E: 5784082.12 STA: 15+69.78 SSMH No. S2 N: 2141391.40 E: 5784227.39 SSSS SS SS SS SS
SS CAUTION: EXISTING 6" GAS MAIN 4" WATER MAIN STA: 15+90.42 SSMH No. S1 N: 2141394.35 E: 5784247.81 SS CAUTION: EXISTING 12" HIGH PRESSURE GAS TRANSMISSION MAIN EP: 16+29.35' N: 2141394.81 E: 5784285.03 PI: 15+97.50' N: 2141390.16 E: 5784253.52 16+29
13+00
14+00
15+00
16+00 Scale: 1" = 20' PLAN Scale: 1" = 20' PROFILE0 0 1" 3.75 2.5 1.25 5 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 ABCD 1 2 3 4 55 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2021

CITY OF SALINAS
LAKE STREET EMERGENCY SEWER REPAIR 604/14/2021 0886-0016 KEW JJCSHEETS LAKE STREET STA 13+00 TO STA 16+50 PP-2 5 FILE NAME: 0886-0016-LAKE STREET.DWG KARI E. WAGNER C I V I L No. 66026 AL AT T S OF E C A O N R I F I REGISTERED PROFESSIONA L ENGINEER N 0 20 40 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT E LAKE STREET CALIFORNIA STREET

CALIFORNIA STREET

LAKE ALLEY
FL IN (14") 101 101 101 213 213 215 101 201 205 210 204 214 205 213 213 213 105 106 106 101 106 106106 101 104101 103 103 103 103 101 202 208 209 203 206 206102 201 214 201 213 213 213 213 213 213 213 213 REFERENCE NOTES: 100 EXISTING CONDITIONS 101 EXISTING UTILITY, PROTECT IN PLACE. LOCATION IS APPROXIMATE, CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND LOCATING ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, PRIOR TO THE START OF WORK. 102 EXISTING SANITARY SEWER MANHOLE, PROTECT IN PLACE. 103 EXISTING STORM DRAIN MANHOLE, PROTECT IN PLACE.. 104 EXISTING PG&E VAULT, PROTECT IN PLACE. 105 EXISTING SANITARY SEWER, PROTECT IN PLACE. 106 EXISTING STORM DRAIN, PROTECT IN PLACE.. 200 PROPOSED CONSTRUCTION 201 30" HDPP SEWER MAIN, SEE SPECIFICATIONS. 202 12" PVC C900 CLASS 235 DR18 FORCE MAIN, SEE SPECIFICATIONS. 203 14" PVC C900 CLASS 235 DR18 FORCE MAIN, SEE SPECIFICATIONS. 204 8" PVC SDR35 GRAVITY SEWER, SEE SPECIFICATIONS. CONNECTION DETAILS PER DETAIL 6, SHEET D-1. 205 EXISTING ACP SEWER, ABANDON IN PLACE, SEE SPECIFICATIONS. 206 EXISTING ACP SEWER, REMOVE AND DISPOSE OF ACP AS REQUIRED FOR NEW CONSTRUCTION, SEE SPECIFICATIONS. 207 ABANDON SEWER MANHOLE IN PLACE, SEE SPECIFICATIONS. 208 EXISTING SANITARY SEWER MANHOLE. REMOVE AND CONSTRUCT NEW 60" MANHOLE PER DETAIL 1, SHEET D-1. COAT INTERIOR PER SPECIFICATIONS. 209 CONSTRUCT NEW 72" MANHOLE PER DETAIL 2, SHEET D-1. COAT INTERIOR PER SPECIFICATIONS. 210 EXISTING SANITARY SEWER MANHOLE. REMOVE AND CONSTRUCT NEW 60" DROP MANHOLE PER DETAIL 3, SHEET D-1. COAT INTERIOR PER SPECIFICATIONS. 211 CONSTRUCT NEW 60" MANHOLE PER DETAIL 4, SHEET D-1. COAT INTERIOR PER SPECIFICATIONS. 212 CONSTRUCT NEW 60" MANHOLE PER DETAIL 5, SHEET D-1. COAT INTERIOR PER SPECIFICATIONS. 213 EXISTING LATERAL SHOWN ON CCTV FOOTAGE. RE-CONNECT ALL ACTIVE LATERALS. 214 EXISTING SANITARY SEWER MANHOLE. REMOVE FOR CONSTRUCTION OF NEW MANHOLE. 215 EXISTING LATERAL SHOWN ON CCTV FOOTAGE, FIELD VERIFY CUSTOMER CONNECTION DIRECTION FOR ACTIVE LATERALS. RE-CONNECT ALL ACTIVE LATERALS. 216 EXISTING 12" VCP SEWER, ABANDON IN PLACE, SEE SPECIFICATIONS. 217 EXISTING SANITARY SEWER MANHOLE. REMOVE AND CONSTRUCT NEW 96" MANHOLE PER DETAIL 6, SHEET D-1. COAT INTERIOR PER SPECIFICATIONS. 218 CONNECT TO EXISTING FORCE MAIN WITH PIPE COUPLING. CONTRACTOR REQUIRED TO USE FITTINGS AS REQUIRED TO MAKE CONNECTION. CONTRACTOR SHALL NOT USE MORE THAN A 45 DEGREE BEND IN THE CONNECTION. SEE SPECIFICATIONS. 215 STA: 13+00

MATCHLINE
SEE SHEET PP-1 213 101 218 218 TIE-IN LOCATION, POTHOLE ALL UTILITIES TO CONFIRM EXACT TIE-IN LOCATION. 04/14/2021 Scale: NTS MANHOLE S1 - 60" DIA 1 Scale: NTS MANHOLE S2 - 72" DIA 2 Scale: NTS DROP MANHOLE S3 - 60" DIA 3 Scale: NTS MANHOLE S4 - 60" DIA 4 Scale: NTS ABANDON MANHOLE 1167 7 Scale: N/A CITY OF SALINAS STANDARD PLAN 25 7 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 ABCD 1 2 3 4 55 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2021

CITY OF SALINAS
LAKE STREET EMERGENCY SEWER REPAIR 604/14/2021 0886-0016 KEW JJCSHEETS DETAILS D-1 6 FILE NAME: 0886-0016-DETL.DWG KARI E. WAGNER C I V I L No. 66026 AL AT T S OF E C A O N R I F I REGISTERED PROFESSIONA L ENGINEER PROPOSED 30" HDPP PROPOSED 8" PVC N N N N 8" VCP EXISTING 8" PVC PROPOSED CROWN: 40.84' INV: 38.34' CROWN: 40.84' INV: 38.34' CROWN: 40.84' INV: 40.17' CROWN: 42.92' INV: 42.25' CROWN: 39.31' INV: 36.81' CROWN: 39.21' INV: 36.71' FERNCO FLEXIBLE COUPLING OR APPROVED EQUAL DEMOLISH AND REMOVE MANHOLE STRUCTURE AS REQUIRED TO CONSTRUCT NEW DROP MANHOLE S3. FOR DROP MANHOLE S3 DETAIL, SEE DETAIL THIS SHEET. ABANDON EXISTING 21" ACP PER SPECIFICATIONS EXISTING 48" SEWER MAIN CROWN 8": 43.07' INV 8": 42.40' CROWN 21": 43.37' INV 21": 41.62' CROWN 21": 43.37' INV 21": 41.62' PROPOSED 30" HDPP PROPOSED 30" HDPP 8" PVC DROP PER SALINAS CITY STANDARD PLAN 25, SEE DETAIL 7 THIS SHEET PROPOSED 14" PVC FORCE MAIN CROWN: 41.58' INV: 39.08' CROWN: 41.58' INV: 39.08' CROWN: 41.58' INV: 40.41' PROPOSED 30" HDPP PROPOSED 30" HDPP EXISTING 12" VCP EXISTING 8" VCP PROPOSED 12" PVC FORCE MAIN CROWN: 41.68' INV: 39.18' CROWN: 41.51' INV: 40.84' CROWN: 41.68' INV: 40.68' CROWN: 40.38' INV: 39.38' PROPOSED 30" HDPP PROPOSED 30" HDPP Scale: NTS MANHOLE S5 - 60" DIA 5 Scale: NTS MANHOLE S6 - 96" DIA 6 CROWN: 39.04' INV: 36.54' CROWN: 39.14' INV: 36.64' PROPOSED 30" HDPP PROPOSED 30" HDPP N N PROPOSED 30" HDPP EXISTING 36" HDPE CROWN: 38.78' INV: 34.78' CROWN: 37.78' INV: 34.78' CROWN: 37.78' INV: 35.28' N 04/14/2021 1390 Norman Avenue
Santa Clara, CA 95054
Fax: 408/970-9975
Lic. No. 245215

ANDERSON PACIFIC
Engineering Construction, Inc.

April 21, 2021
City of Salinas
Department of Water, Waste and Energy
Attention: Brian Frus, Senior Engineer
Re: Lake Street Emergency Sewer Repair
Mr. Frus:

Please find below and attached break-down of the cost proposal for the emergency work for the Lake Street sewer system.

Please note this is proposal is based off drawings provided by Wallace Group, site reconnaissance and in-field/ Zoom meeting design discussions with the City and the Design Engineer.

APEC is providing this proposal as a courtesy and under the assumption that this emergency work will be performed on a time and materials basis.

Lake Street Emergency Sewer Repair: $917,362.00
TOTAL: $917,362.00

1. Labor rates will be per the current Director of Industrial Relations (DIR) prevailing wage rates.

2. Sr. Project Manager hourly rates = $200/HR (ST) / $225/HR (OT) / $250/HR (DT)

3. General Superintendent hourly rates = $150/HR (ST) / $175/HR (OT) / $200/HR (DT)

4. Anderson Pacific owned equipment will be charged out per current Caltrans equipment rental rates (see attached). Equipment rented from rental companies will be charged per the rental company invoice.

5. Materials and subs will be charged per their individual invoices.

6. Daily Extra Work Reports will be completed on a daily basis (template attached).

If you have any questions, please contact me at (408)-316-7986.

Sincerely,
Michael P. Gossett
Michael Gossett
Project Manager
Anderson Pacific Engineering Construction, Inc.

City of Salinas Lake Street Emergency Sewer Repair
Project Estimate
Item Description Quantity Units Unit Price Bid Total Notes Direct Labor Burdened and Profit Labor Including Staff
Man Hours Staff Man Hours
1000 Mobilization including fencing 1 LS $25,000.00 $25,000.00 lump sum $ 7,126.00 $ 11,345.62 96 4 1800 Potholing 2 DAY $4,500.00 $9,000.00 Daily rate $ 3,928.00 $ 6,772.48 48 4 2000 Sheeting & Shoring 1 LS $10,000.00 $10,000.00 lump sum $ 4,500.00 $ 7,590.44 20 4 3000 Traffic Control set up and dismantle 1 LS $9,700.00 $9,700.00 lump sum $ 3,563.00 $ 7,405.97 20 8 16000 30" Sanitite Sanitary Sewer 23 20 LF $11,522.00 $265,006.00 per 20ft section, includes delivery to job site, trenching, installation, backfill and $ 45,317.00 $ 76,357.71 600 40 17500 60" SSMH 4 EA $16,750.00 $67,000.00 unit cost each removal and installation $ 17,163.00 $ 26,853.97 216 8 17526 72" SSMH 1 EA $19,000.00 $19,000.00 unit cost each removal and installation $ 7,963.00 $ 11,964.81 49 2 17528 96" SSMH 1 EA $25,000.00 $25,000.00 unit cost each removal and installation $ 8,620.00 $ 12,904.32 56 2 17600 AC Pavement Restoration 3,120 SF $10.00 $31,200.00 unit cost $ 8,772.00 $ 17,165.72 112 16 17700 Abandon Exist 21" ACP and Manholes 476 LF $36.00 $17,136.00 unit cost $ 4,951.00 $ 11,701.69 64 16 28000 12" PE Above Grade Bypass Piping Monitoring 30 DAY $6,844.00 $205,320.00 daily rate, includes 24/7 monitoring, pump/ mechanical rental $ 86,872.00 $ 141,558.56 1296 60 28500 Bypass Set-up/ Pipe Procure/ Fuse 1 LS $71,000.00 $71,000.00 lump sum $ 8,908.00 $ 17,360.20 120 16 28750 Bypass Dismantle 1 LS $35,000.00 $35,000.00 lump sum $ 8,908.00 $ 17,360.20 120 16 Subtotal $789,362.00
Overhead and Profit $128,000.00 $128,000.00 percent markup on subtotal Subtotal $917,362.00 $ 216,591.00 $ 366,341.69 2817 196 Grand Total $917,362.00 $ 366,341.69 checksum
**Mark-up will be charged per Caltrans rates: Labor (surcharge- 10%, mark up- 30%); Equipment- 10%; Material- 10% APEC Job #: XXXX
Work Performed by: ANDERSON PACIFIC ENGINEERING CONSTRUCTION, INC. Date Performed:

Work Performed at the direction of: DEWR #: XXXX-xx
Description of Work:

EQUIP. EQUIPMENT OT/Delay HOURS HOURLY EXTENDED LABOR HOURS HOURLY EXTENDED NO. Factor RATE AMOUNTS RATE AMOUNTS
0 1 RT - $ - $ 0 RT - $ - $
OT - $ - $ OT - $ - $
0 1 RT - $ - $ 0 RT - $ - $
OT - $ - $ OT - $ - $
0 1 RT - $ - $ 0 RT - $ - $
OT - $ - $ OT - $ - $
0 1 RT - $ - $ 0 RT - $ - $
OT - $ - $ OT - $ - $
0 1 RT - $ - $ 0 RT - $ - $
OT - $ - $ OT - $ - $
0 1 RT - $ - $ 0 RT - $ - $
OT - $ - $ OT - $ - $
0 1 RT - $ - $ 0 RT - $ - $
OT - $ - $ OT - $ - $
0 1 RT - $ - $ 0 RT - $ - $
OT - $ - $ OT - $ - $
0 1 RT - $ - $ 0 RT - $ - $
OT - $ - $ OT - $ - $
0 1 RT - $ - $ 0 RT - $ - $
OT - $ - $ OT - $ - $
0 1 RT - $ - $ 0 RT - $ - $
OT - $ - $ OT - $ - $
0 1 RT - $ - $ 0 RT - $ - $
OT - $ - $ OT - $ - $
0 1 RT - $ - $ 0 RT - $ - $
OT - $ - $ OT - $ - $
MATERIAL and/or WORK DONE BY SPECIALISTS
Description No. Units Unit Cost Amount Sub-Total Labor RT - $ $0.00 Labor Surcharge RT 10% - $
$0.00 Sub-Total Labor OT - $
$0.00 Labor Surcharge OT 10% - $
$0.00 Subsistence
$0.00
$0.00
$0.00 TOTAL COST OF LABOR - $
TOTAL COST OF EQUIPMENT, MATERIALS AND WORK - $
35% MARK-UP ON LABOR COST - $
15% MARK-UP ON EQUIP., MATERIAL AND WORK COST - $
3% OVERHEAD & INSURANCE - $
TOTAL THIS REPORT - $

DAILY EXTRA WORK REPORT
State of California
California State Transportation Agency
Department of Transportation
Division of Construction
Labor Surcharge
and Equipment Rental Rates
(Cost of Equipment Ownership)
Effective April 1, 2021 through March 31, 2022
Table of Contents
Labor Surcharge ..................................................................................A Overtime and Multiple Shifts ................................................................C Delays ..................................................................................................D Daily Extra Work Bill ............................................................................D Attachments ..........................................................................................1 AIRCP Air Compressors ..................................................................................1 AIRDL Air Drills, Crawler .................................................................................1 AIRTO Air Tools ...............................................................................................1 ASDSP Asphalt Dike and Shoulder Pavers ......................................................2 ASPAV Asphalt Pavers .....................................................................................2 ASPWP Asphalt Windrow/Pickup Machines.......................................................3 AUGCL Augers, Crawler Mounted .....................................................................3 AUGHZ Augers, Horizontal ................................................................................3 AUGTK Augers, Truck Mounted.........................................................................3 BITDT Bituminous Distributors ........................................................................4 BRMSW Brooms and Sweeping Equipment........................................................4 BRUCP Brush Chipping and Shredding Machines ............................................4 COMHG Compactors, Hand Guided ...................................................................4 CONMX Concrete Mixers....................................................................................5 CONPM Concrete Pumps ...................................................................................5 CONSF Concrete Slipform Pavers .....................................................................5 CONVB Concrete Vibrators ................................................................................5 CRBEX Curb Extrusion Machines......................................................................5 CRBSF Concrete Barrier Slipform Pavers .........................................................5 ELGEN Electric Generators and Light Plants ....................................................6 ELTOL Electric Powered Hand Tools................................................................6 FKLFT Fork Lift Trucks ....................................................................................6 GRADR Graders .................................................................................................6 HAMMR Hammers, Demolition and Pile .............................................................7 HCECL Hydraulic Cranes and Excavators, Crawler Mounted...........................8 HCESP Hydraulic Cranes and Excavators, Self Propelled................................12 HCETD Hydraulic Cranes and Excavators,Truck Mounted with Carrier............14 HCETG Hydraulic Cranes and Excavator Truck MTD less Carrier ...................15 HYLFT Hydraulic Personnel Lifts and Aerial Work Platforms ..........................16 LDRCL Loaders, Crawler ..................................................................................16 LDRRT Loaders, Rubber Tire ...........................................................................17 LEADS Leads, Pile Driving ...............................................................................20 NONOP Non-Operated Equipment (daily rates) ................................................21 PGDIA Pavement Grinders, Diamond Blade ....................................................22 PGT-C Pavement Grinders, Tungsten-Carbide Bits ........................................22 PUMWA Pumps, Water .......................................................................................23 ROL-2 Rollers, Tandem Steel Wheels ............................................................23 ROLRT Rollers, Rubber Tire, Self Propelled ....................................................24 ROTAM Roller-Tapping, Segmented, Sheepsfoot, Self Propelled ....................24 ROTAT Rollers-Tamping, Segmented, Sheepsfoot Towed...............................25 ROVIB Rollers, Vibratory, Self Propelled..........................................................25 S&CCL Shovels and Cranes, Crawler ...............................................................28 S&CTK Shovels and Cranes, Truck Mounted ...................................................28 SANBL Sand Blasting Equipment......................................................................28 SAWCH Saws, Chain and Earth Auger Attachment ...........................................29 SAWCO Saws, Concrete and Masonry...............................................................29 SCRSP Scrapers, Self Propelled .......................................................................29 TRACC Tractors, Crawler...................................................................................30 TRACH Tractors, Heavy ....................................................................................31 TRACS Tractors, Rubber Tire, Industrial, Farm and Skid Steer .......................32 TRAFA Traffic Control and Safety Devices (hourly rates).................................32 TRAFC Traffic Control and Safety Devices (daily rates) ...................................32 TRAIL Trailers, Equipment, Low Bed...............................................................33 TRAIT Trailers, Equipment, Tilt Bed.................................................................33 TRENC Trenching Machines..............................................................................33 TRUCK Truck, Truck Trailers, EXCL Dump Trucks and EQPT Trail .................34 TRUOF Trucks, Off Highway..............................................................................34 TRUON Trucks, Dump, On-highway ..................................................................35 WELD Welding Equipment...............................................................................35

THIS PAGE LEFT INTENTIONALLY BLANK

FOR DOUBLE-SIDED PRINTING

USER'S GUIDE

FOR LABOR SURCHARGE AND EQUIPMENT RENTAL RATES
April 1, 2021 - March 31, 2022
Equipment Rental Rates are available on the Internet at:
http://www.dot.ca.gov/programs/construction/equipment-rental-rates-and-labor-surcharge Miscellaneous Equipment Rental Rates are available on the Internet at:
http://www.dot.ca.gov/programs/construction/miscellaneous-equipment-rental-rates-and-labor-surcharge The miscellaneous listing is updated daily.

Changes
Books are no longer available in hard copy and should be downloaded from the internet and printed.

Changes to the equipment rates in the April 1, 2021 book are the result of: 1) fuel costs decreased; 2) interest rates decreased; 3) Producers' Price Index increased; 4) increase in sales tax; and 5) no change in freight (F.O.B.) rates.

Labor Surcharge
The labor surcharge compensates the contractor for statutory payroll items stipulated by various governmental agencies. The six items included are worker’s compensation, social security, Medicare, Federal unemployment insurance, State unemployment insurance, and State training taxes. The general rate is an average of the job classifications common to Caltrans projects. The labor surcharges in the April 1, 2021 book are the result of some changes in worker's compensation rates. The rates were derived from using the pure premium rate approved by the Insurance Commissioner effective January 1, 2021 and increasing it by the historical statewide average expense. In the calculation of the labor surcharge for overtime work, the worker's compensation is not included on the premium portion of overtime, as provided by worker's compensation regulations.

The surcharge percentage to be applied to the actual wages paid as provided in Section 9-1.04B [9-

1.03A(1b)] of the Standard Specifications will be 10 percent for regular time (RT) and 10 percent for overtime (OT).

Exceptions to the general rate are listed below. These classifications were chosen because of high worker’s compensation insurance costs. Forward questions, regarding worker’s compensation rating and proper labor surcharge usage, to the rental rate personnel in the Division of Construction.

A

EXCEPTIONS
Type of Work Performed Labor Surcharge Percent
RT OT
Concrete Construction - Bridge.......................................................................... 10 10 Drilling ................................................................................................................ 12 12 Fence & Guardrail Construction ......................................................................... 10 10 Erection of structural metal for metal bridges, excluding sign bridge ............... 13 12 Landscape Gardener ........................................................................................... 10 10 Mobil Crane & Hoist Service............................................................................. 12 12 Painting Steel Structures or Bridges ................................................................... 13 12 Pile Driving, not including drilled, cast-in-place concrete piles ........................ 17 16

Sign Erection or Repair ..................................................................................... 13 12 Wrecking & Demolition ..................................................................................... 12 12 An appropriate labor surcharge will be established by the Division of Construction for work that is determined by the resident engineer to be covered by Longshoreman and Harbor Worker’s Act.

B
Background
By the authority described in Section 9-1.04 [9-1.03A] of the Standard Specifications, compensation for work paid by force account is determined to be the total of the direct equipment costs (rental rate) plus a 15 percent markup for all overhead not included as direct costs. The direct costs include fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance, depreciation, storage, cost of facilities capital, overhaul and all incidentals. The labor costs required to provide the above listed items are also included. The operator cost is not included in the equipment rate.

The calculated rate represents the cost of owning and operating the equipment, which is likely to be lower than the rate charged by a rental yard. The rental yard rate may include additional overhead and profit as well as a premium for short-term rentals. In certain situations, factors are applied to the calculated rates to provide ownership-only rates for delay situations or operating-only rates for overtime situations. The rates are calculated using factors for the direct cost items described above.

The factors represent an average and are applied to all makes and models of equipment within the class. All rates are hourly, unless stated otherwise.

Overtime and Multiple Shifts
Certain equipment costs are fixed on an annual basis, no matter how many hours are worked. Once an estimate of the costs and hours of use is made, a rate can be determined. When more than the estimated number of hours are worked (Overtime or Multiple Shift), a duplication of payment occurs on the fixed cost portion of the equipment rate.

In order to avoid this duplication, Caltrans uses a reduced rate for the Overtime or Multiple Shift situations. The definition of Overtime or Multiple Shift periods is:

Overtime hours occur after the equipment has worked at force account, eight hours per day (or after the daily equivalent of forty hours per week for special work schedules - 4/10 or 9/80).

Multiple shift hours will be paid at the same rate as overtime hours.

The hours shown on the Daily Extra Work Bill will determine when the Overtime and Multiple Shift is to be used. When the hours worked on force account are eight or less, straight time rates will be used. When the hours worked on force account are more than eight, Overtime and Multiple Shifts rates will be used. Saturday, Sunday or holiday work will be paid at the overtime rate except in those cases where these days are considered working days in the special provisions.

Be advised the computed overtime rates are no longer rounded and now equal the product of the straight time rate and overtime factor. The Overtime and Multiple Shift Factors are recalculated annually to reflect changes in the operating costs.

C
Delays
As described in Section 8-1.07C [8-1.09] of the Standard Specifications, the Delay Factor may be applied to the equipment rental rate. The Delay Factor may be the basis for compensation for idle equipment time on an excusable delay. The factor has been calculated to include the ownership costs without including operating costs. The Delay Factor recovers all the contractor's non-operating costs in an eight-hour day. If payment is made for equipment on an excusable delay, it is limited to eight hours per day or forty hours per week maximum.

The NONOP class for non-operated items and the TRAFC class for traffic safety devices have been separated from traditional "rolling stock" equipment when calculating the Delay Factor. These classes are comprised of items whose depreciable lives are related to the number of uses per year, rather than the number of hours per year. Accordingly, the reasonable compensation for the contractor's actual loss has been estimated to equal the cost of facilities capital. It should be recognized that these items must be out of service before the Delay Factor is applied. For example, if work behind K-rail is delayed, the K-rail should be paid straight time until it is no longer controlling traffic.

Any use of this factor must have the prior approval of the resident engineer. The Delay Factor is recalculated annually to reflect changes in the operating costs.

Use of Daily Extra Work Bill
Identification codes and rates are intended to be used with the Department’s Internet change order billing system. The class is abbreviated using a 5-digit alpha-code, the make (manufacturer), a 4- digit alpha-code, and the code a 7-digit alpha-numeric code. All three codes must be used to define the equipment when using the automated pay system. Since the majority of items are described by per hour rates, each line has an entry for hours with an allowable maximum of 24. Special items with other than hourly rates should be appropriately checked and then entered in the Regular Hours column. For example, 50 Traffic Cones used 3 days (converts to 1.5, 100-cone-days) requires 1.5 be entered in the Regular Hours column. Note that any entry in the Delay Factor column will automatically apply the Delay Factor to every equipment entry on the current report.

Whenever an identification code cannot be found or the rate for a particular date of work performed is not available, updated information should be requested from the resident engineer. It is the resident engineer's responsibility to establish rates for equipment not found in the Labor Surcharge and Equipment Rental Rates publication. Support for this determination is available from both District and Headquarters Construction Offices. Rates are regularly superseded during contract periods, so avoid the use of old publications or expired rates.

The equipment is presented with a standard configuration capable of performing work commonly encountered on Caltrans projects. Special attachments or accessories are described under the classification heading in the Labor Surcharge and Equipment Rental Rates publication. Attachments other than those described by these remarks will be paid only upon direction of the resident engineer.

D
1 EQUIPMENT RENTAL RATE
NOTE--THE FOLLOWING RATES ARE IN EFFECT FROM APRIL 1, 2021 THROUGH MARCH 31, 2022 ATTACHMENTS AIR COMPRESSOR [ AIRCP ]
TRACTOR ATTACHMENTS -including power control units and accessories DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.87 necessary to provide a functional attachment. Dozer blades are included in the All types of self contained units, regardless of power (gas, diesel and lpg) or standard configuration for both crawler and heavy, rubber tire tractors. type of compression (reciprocating, screw and vane). The listed rates include Rippers are listed from R1 to R8 and Winches for logging or towing are listed

15.2 meters (50 lineal feet) of hose, all hose whips, fittings, couplings and any from S1 to S5. Equipment model groups are as follows:
compressor attachments. Listed in accordance with mfr's rated capacity in 1. Case 300 Thru 800 Series, Cat D-2 thru D-4, Deere 400 & 450, Dresser liters per second (cubic feet per minute) at 7 bar (100 psi). TD-7, TD-8 and TD-9, Fiat-Allis FD-5 Thru FD-7, Komatsu D21E Thru D37P, Liebherr PR711 & PR721.

2. Case 1150, Cat D-5, Deere 750, Dresser TD-12, Fiat-Allis FD9 & 10, PORTABLE [ PORT ] Komatsu D58P, Liebherr PR731.

3. Case 1450 and 1550, Cat D-6, Deere 850, Dresser TD-15, Komatsu D63PE OVER TO Code Rate Thru D68P, Liebherr PR741. 0 19 (40) 000-004 $4.46

4. Cat D-7 & 814, Dresser TD-20, Fiat-Allis 14 & FD14, Komatsu D83P, Terex 82-30 19 (40) 76 (160) 004-016 $16.60

5. Cat D-8 & 824, Dresser TD-25, Fiat-Allis FD20 Komatsu D135A, Terex 76 (160) 118 (250) 016-025 $18.17 82-40 Michigan 280, Raygo CHD 17 & CD-500.

6. Cat D-9 & 834, Fiat-Allis FD30, Raygo CHD 24 & CD 800. 118 (250) 212 (450) 025-045 $32.11

7. Cat D-10, Dresser TD-40, Fiat-Allis FD40, Komatsu 375, Michigan 380, 212 (450) 354 (750) Raygo CDH 30. 045-075 $52.62

8. Cat D-11, Fiat-Allis FD50, Komatsu 475 354 (750) 566 (1200) 075-120 $77.75 Model Code Rate 566 (1200) 708 (1500) 120-150 $100.84
Clam action bucket 1 CY & Less C1 $4.32 AIR DRILLS, CRAWLER [ AIRDL ] Clam action Over 1 CY to 2 CY C2 $7.59
Clam action Over 2 CY to 3.5 CY C3 $10.99 DELAY FACTOR = 0.49 OVERTIME FACTOR = 0.57 Clam action Over 3.5 CY to 5 CY C4 $15.67 All types, pneumatically propelled, including attachments. Expendable carbon Clam action bucket Over 5 CY C5 $21.66 drill steel, bits and shanks shall be paid by separate invoice. Rated in accordance with the cylinder bore diameter in millimeters(inches).

Ripper on No. 1 models R1 $2.60
Ripper on No. 2 models CRAWLER DRILLS R2 $3.40 [ CLR ]
Ripper on No. 3 models R3 $5.67 OVER TO Code Rate
Ripper on No. 4 models R4 $6.41 0 100 (4) 0-4 $26.77
Ripper on No. 5 models R5 $10.52 100 (4) & Over 5 $27.41 Ripper on No. 6 models R6 $16.63
AIR TOOLS [ AIRTO ]
Ripper on No. 7 models R7 $19.29
Ripper on No. 8 models R8 $32.15
DELAY FACTOR = 0.61 OVERTIME FACTOR = 0.42
Winch on No. 1 models S1 $3.08 All types including paving breakers, clay spades and diggers, sinker rock drills, Winch on No. 2 models S2 $4.60 trench diggers, sheeting/spike drivers, backfill tampers and hand held grinding tools. Expendable drill steel, bits and breakers points, grinding wheels and Winch on No. 3 models S3 $6.09 shanks shall be paid by separate invoice. Rated by tool weight in kilograms Winch on No. 4 models S4 $7.82 (pounds), determined in accordance with the mfr's specifications.

Winch on No. 5 models S5 $13.69 AIR TOOLS [ ATOL ]
Lift gate TG $0.89 OVER TO Code Rate
Pump, water truck only TP $6.11 0 4.5 (10) 0-10 $0.45
Winch, truck TW $0.33 4.5 (10) 9.1 (20) 10-20 $0.49
Gas welding hose per 15.2 m (50 lf) WH $0.02 9.1 (20) 13.6 (30) 20-30 $0.88 Elec welding lead per 30.5 m (100 lf) WL $0.19 13.6 (30) 18.1 (40) 30-40 $1.03

18.1 (40) 27.2 (60) 40-60 $1.12

27.2 (60) & Over 60 $1.58
SB 170 1440 $140.22
ASPHALT DIKE & SHOULDER PAVERS [ ASDSP ]
BLAW-KNOX [ B-K ]
DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.91 Model Code Rate Includes all attachments, accessories and automatic grade and line control. PF-22 1490 $38.93 PF-35 A.C. DIKE COMPANY [ ACDC ] 1550 $69.31
PF-115 1750 $110.34 Model Code Rate
PF-120H 2010 $100.89 No. 1 4050 $72.20
PF-171 2090 $153.28 No. 2 4052 $58.54
PF-180 2100 $67.45 Nos. 43, 44 4054 $78.00
PF-180H 2204 $160.98
ASPHALT PAVING COMPANY [ APCO ] PF-200 2250 $160.03
Model Code Rate PF-200, 18' screed 2252 $162.88
E-1 4000 $98.11 PF-220 2300 $162.59
E-2, E3 4002 $175.51 PF-400A 2350 $141.74
[ B-K ] PF-500 $176.39 BLAW-KNOX 2404
PF-500, 18' screed 2406 $179.45 Model Code Rate
PF-510, 18' screed 2407 $186.17 RW-35 / 38 4075 $68.64
PF-3172, 18' screed 2408 $154.02 RW-85 4077 $36.00
PF-3200 2410 $206.94 RW-95 4079 $57.72
PF-5510 2415 $216.90 RW-100 4081 $99.90
RW-195D 4083 $137.51 CATERPILLAR [ CAT ]
Model Code Rate DELTA [ DLTA ]
AP-200 2420 $43.01 Model Code Rate
AP-800 2430 $110.31 DC-1 4095 $138.45
AP-1050 2431 $172.25
ASPHALT PAVERS [ ASPAV ] AP-1000 2435 $168.99
AP-1000 4wd 2436 $174.90
DELAY FACTOR = 0.17 OVERTIME FACTOR = 0.87 AP-1055B 2438 $216.94 Includes all attachments, accessories and automatic grade and line control. AP-1055D 2438D $272.64 BARBER-GREENE [ B-G ] AP-1200 2440 $140.56
Model Code Rate CEDAR RAPIDS [ CEDR ]
BG 220 0805 $86.70 Model Code Rate
BG 225 0810 $94.05 BSF-2H 2550 $91.29
BG 240 0815 $102.13 BSF-3R 2600 $99.96
BG 245 0820 $111.76 CR-351 2668A $144.38
BG 260 0825 $131.34 CR-351 4wd 2668B $149.09
BG 260B 0826 $169.28 CR-361R (RUBBER TRACK) 2668R $178.00 BG 265 0830 $148.45 CR-431 2669 $121.56
RT 435, 4wd 0905 $109.80 CR-551 2670 $194.64
RT 445, 4wd 0925 $106.67 CR-461 2672 $192.54
RT 455, 4wd 0945 $104.76 CR-561 2674 $204.47
RT 455, 4wd, 10-20' screed 0955 $108.45
LAYTON [ LYTN ]
RT 465, 4wd 0965 $138.39
Model Code Rate SA 125 1419E $82.84
F-525 2680 $21.84 SB 131 1420 $102.56
D-550 2682 $24.29 SB 140 1425 $126.81
H-500B 2684 $7.05 SA 141 1430 $87.34
SA 145 1432 $109.41
SA 150 1435 $138.21
2 ASPHALT WINDROW PICKUP MACHINE [ ASPWP ] AUGERS, HORIZONTAL [ AUGHZ ] DELAY FACTOR = 0.08 OVERTIME FACTOR = 0.94 DELAY FACTOR = 0.27 OVERTIME FACTOR = 0.76 Includes all attachments and accessories. Includes all attachments and accessories with up to 9.1 meters(30 feet) of auger flight, track and/or pipe pusher. Consumable bits or tips shall be paid by ATHEY [ ATHY ] separate invoice. Power unit is included.

Model Code Rate AKKERMAN [ AKMN ]
7-11 5000 $88.96 Model Code Rate
BARBER-GREENE [ B-G ] 360 5000 $106.22
Model Code Rate 420 series 1250 5002 $109.03
BG-610H 5100 $62.58 AMERICAN AUGER [ AMAU ]
CATERPILLAR [ CAT ] Model Code Rate
Model Code Rate 36-350 5014 $27.87
WE-601B 5200 $69.42 BORZALL [ BORZ ]
CLARK'S WELDING COMPANY [ CLAR ] Model Code Rate
Model Code Rate 2300-10 5040 $9.39
4265-10 500 $52.93 5042 $13.05 5300
601 5304 $48.28 DITCH WITCH [ D-W ]
Lincoln 660 5305 $94.23 Model Code Rate
C.M.I. [ CMI ] 2510 5040 $44.11
Model Code Rate AUGERS, TRUCK MOUNTED [ AUGTK ]
851 5405 $87.71
AUGERS, CRAWLER MOUNTED DELAY FACTOR = [ AUGCL ] 0.22 OVERTIME FACTOR = 0.81 Includes truck/carrier, all attachments and accessories with up to 6.1 meters(20 feet) of auger flight. Consumable bits or tips shall be paid by separate invoice.

DELAY FACTOR = 0.28 OVERTIME FACTOR = 0.75
ATLANTIC Includes carrier, attachments and accessories with up to 6.1 meters(20 feet) of [ ATLN ] auger flights. Consumable bits or tips to be paid by separate invoice. Model Code Rate BAYSHORE [ BYSH ] LDH-80 5000 $171.59
Model Code Rate LDH-100 5005 $143.48
LLDH-80 8400 TD limited access $112.09 5010 $181.79 1500 LLDH-120 5015 $194.46
TEXOMA [ TXMA ]
CALWELD [ CALW ] Model Code Rate
Model Code Rate TAURUS 2010 $231.63
150-A 700CL 5050 $91.30 2100 $131.91
200 5052 $109.89
WATSON [ WATS ] 4500LH 5054 $182.22
Model Code Rate
HUGHES [ HUGH ] 2000CM 2500 $101.57
Model Code Rate 2500CM 2505 $156.76
EZ 112 3000CM 5070 $60.13 2510 $177.83
EZ 120 3100CM 2515 $184.72 5071 $67.86
LDH-100 5072 $111.45
LDH-80 5074 $109.96
LLDH-120 5076 $161.92
LLDH-80 5078 $149.62
3 P.D.E. [ PDE ] BROOMS & SWEEPING EQUIPMENT [ BRMSW ]
Model Code Rate
M -100 5084 $40.74 DELAY FACTOR = 0.15 OVERTIME FACTOR = 0.86 M-400 with hammer 5085 $32.59 Includes all attachments and accessories with brooms of any type. Includes broom wear.

TEXOMA [ TXMA ]
BROOMS - MOUNTED & TOWED [ MTTD ]
Model Code Rate
Includes traction, PTO or engine driven.

Economatic 115 5087 $91.88 Model Code Rate
Super Economatic 5089 $92.34 ALL ALL $28.66
80 5090 $129.00
BROOMS - SELF PROPELLED [ SFPR ] 270 5093 $93.06
330 5095 $97.13 Model Code Rate
330 with hammer 5095B $107.95 ALL ALL $41.94
500 with hammer 5096B $109.74 SWEEPERS - SELF PROPELLED, [ SWSP ] 600 5097 $115.54 PICK UP
700 5099 $177.72 Rated in accordance with hopper size in cubic meters (cubic yards). WATSON [ WATS ] OVER TO Code Rate
Model Code Rate 0 2.3 (3.0) 0-3 $97.06
1000 6010 $78.23 2.3 (3.0) 4.6 (6.0) 3-6 $129.60
2000 6012 $143.49 4.6 (6.0) 6.9 (9.0) 6-9 $150.67
3000 6014 $171.87
BRUSH CHIPPING & SHREDDING [ BRUCP ]
BITUMINOUS DISTRIBUTORS [ BITDT ] MACHINES
DELAY FACTOR = 0.08 OVERTIME FACTOR = 0.93
DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.88 Includes all attachments, accessories and power unit. Rated in accordance with Includes all equipment for handling bituminous materials under pressure. the cutter head width in millimeters(inches) Includes pumps, spray bars and other attachments and accessories.

BRUSH CHIP & SHRED [ BCSM ]
TRAILER MOUNTED [ TLMD ] OVER TO Code Rate
Does not include towing unit. Capacity rated in liters (U.S. 0 230 (9) 00-09 $28.56 gallons).

OVER TO Code Rate 230 (9) 300 (12) 09-12 $44.32
300 (12) 405 (16) 0 1136 (300) $6.83 12-16 $43.79 0-300 TRUCK MOUNTED [ TRMD ] COMPACTORS, HAND GUIDED [ COMHG ] Including truck. Capacity rated in liters (U.S. gallons).

OVER TO Code Rate DELAY FACTOR = 0.20 OVERTIME FACTOR = 0.81 0 3028 (800) 00-08 $68.02 Includes pan, vibrating plate, rammer and jumping jack type compactors(gas or diesel). Includes all attachments and accessories. Listed in accordance with 3028 (800) 5299 (1400) 08-14 $84.99 the weight in kilograms(pounds) 5299 (1400) 6831 (1800) 14-18 $87.10 COMPACTORS [ COMP ] 6831 (1800) 11355 (3000) 18-30 $89.01
OVER TO Code Rate 11355 (3000) 15140 (4000) 30-40 $93.04 0 113 (250) 0-250 $3.78
113 (250) & Higher 250 $9.32
4 CONCRETE MIXERS [ CONMX ] CONCRETE SLIPFORM PAVERS [ CONSF ] DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89 DELAY FACTOR = 0.19 OVERTIME FACTOR = 0.85 Includes all attachments and accessories. Detached, independently powered STATIONARY OR PORTABLE [ SORP ] finished bridges or spray/tyne machines are not included.

Rated by Mfr's capacity in cubic meters (sacks or cubic feet). C.M.I. [ CMI ] OVER TO Code Rate
Model Code Rate
0 0.10 (3.5) 0-3.5 $2.03
SF-250 2002 $152.95

0.10 (3.5) 0.17 (6.0) 03.5-6 $2.97
SF-350 series 2 2004 $246.87

0.17 (6.0) 0.31 (11) 06-11 $3.83
SF-550 2006 $328.27

0.31 (11) 0.45 (16) 11-16 $5.45
GOMACO [ GOMA ] TRANSIT MIX [ TRMX ]
Model Code Rate PTO type, including carrier. Rated by Mfr's capacity in cubic meters (cubic yards). GP-2000 2020 $154.86
OVER TO Code Rate GP-2500 2022 $173.17

6.4 (9) 7.6 (10) 09-10 $142.56 GP-3500 2024 $247.29

7.6 (10) 9.2 (12) 10-12 $141.70
CONCRETE VIBRATORS [ CONVB ]
CONCRETE PUMPS [ CONPM ]
DELAY FACTOR = 0.33 OVERTIME FACTOR = 0.67
DELAY FACTOR = 0.17 OVERTIME FACTOR = 0.86 Includes all attachments and accessories. Includes vibrator motor but independent power, whether air or electric, shall be paid as a separate item. Includes truck/carrier or self powered trailer mounted units. Including attachments, accessories and hoses. CONCRETE VIBRATORS [ CVIB ] ELBA [ ELBA ] Model Code Rate
Model Code Rate Each Vibrating Head EVHD $1.01
K-8020 1000 $89.35
CURB EXTRUSION MACHINES [ CRBEX ]
MAYCO [ MACO ]
Model Code Rate DELAY FACTOR = 0.23 OVERTIME FACTOR = 0.82 C-30HD 1020 $16.19 Self propelled for asphalt or concrete curb and gutter section. Includes attachments, accessories and molds. Rated by Mfr's maximum width LST-30/60S 1024 $27.60 recommendations in millimeters (inches).

SCHWING [ SHWG ] CURB EXTRUSION MACHINE [ CEM ]
Model Code Rate OVER TO Code Rate
BPA-1000 1050 $33.01 0 460 (18) 0-18 $32.39
WP-1000X 1052 $44.52 460 (18) & Over 18 PLUS $93.40
WP-1250X 1054 $57.58
CONCRETE BARRIER SLIPFORM [ CRBSF ] 900-1200 w/28 m boom 1055 $90.72 PAVERS 900-1200 w/32 m boom 1057 $106.51
DELAY FACTOR = 0.20 OVERTIME FACTOR = BPL 1200 w/36 m boom 0.85 1058 $113.17 Includes all attachments, accessories and barrier or curb molds.

THOMSEN [ THOM ]
C.M.I. [ CMI ]
Model Code Rate
Model Code Rate
A-3.75 w/ mixer 1070 $21.62
SF-175 3000 $113.37 A-7 1072 $18.98
11 pump w/28 m boom 1078 $111.85 CURBMASTER [ CURB ]
12 pump w/32 m boom 1082 $118.97 Model Code Rate
14 pump w/36 m boom 1084 $162.74 CMT-800 3020 $70.69
5 GOMACO [ GOMA ] FORK LIFT TRUCKS [ FKLFT ]
Model Code Rate
GT-6000-(78&90) 3040 $78.94 DELAY FACTOR = 0.22 OVERTIME FACTOR = 0.79 COMMANDER II 3045 $90.42 Includes attachments and accessories. Listed in accordance with the Mfr's maximum rated capacity in kilograms(pounds).

COMMANDER III 3050 $124.69
FORK LIFT TRUCKS [ FLT ] MILLER FORMLESS [ MILL ]
OVER TO Code Rate Model Code Rate
454 (1000) 1814 (4000) 010-040 $27.99
M-7500 3063 $92.48
1814 (4000) 2722 (6000) 040-060 $37.25
M-8100 3065 $130.38
2722 (6000) 3629 (8000) 060-080 $42.05
M-8800 3067 $165.12
3629 (8000) 5443 (12000) 080-120 $57.96
ELECTRIC GENERATORS & LIGHT [ ELGEN ] 5443 (12000) 7258 (16000) 120-160 $61.34 PLANTS 7258 (16000) 9072 (20000) 160-200 $71.98
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.88 9072 (20000) 11340 (25000) 200-250 $71.59 Rates are for gas or diesel power and alternating or direct current. 11340 (25000) 13608 (30000) 250-300 $78.78 GENERATOR [ GEN ] 13608 (30000) 18144 (40000) 300-400 $101.01 18144 (40000) 22680 (50000) 400-500 $122.11 Rated in accordance with Mfr's output in kilowatts.

OVER TO Code Rate 22680 (50000) 34020 (75000) 500-750 $167.15 0 1 000-001 $0.76 GRADERS [ GRADR ]
1 3 001-003 $1.75
3 7.5 003-008 $3.63 DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.90

7.5 15 008-015 $8.15 Includes ripper and scarifier attachments and all accessories. Electronic blade 15 25 015-025 $12.76 control and specialty cutting tools shall be paid separately. 25 50 025-050 $13.00 BLADE-MOR [ BMOR ]
50 100 050-100 $23.10 Model Code Rate
100 200 100-200 $46.18 727 2173 $24.19
200 300 200-300 $77.93 747 2178 $34.82
300 400 300-400 $106.60
CATERPILLAR [ CAT ] 400 500 400-500 $133.79
Model Code Rate
LIGHTS [ LITE ]
120G 87V serial 2685 $65.79
Includes trailer, pole and generator. 130G 74V serial 2695 $72.92 Model Code Rate 12E 99E serial 2710 $46.00 2 Light Set 2 LIGHT $3.87
12F 73G serial 2768 $69.70 4 Light Set 4 LIGHT $8.04
12F 13K serial 2826 $54.01
ELECTRIC POWERED HAND TOOLS [ ELTOL ] 12F 89H serial 2884 $54.48 12G 61M serial 2890 $74.62
DELAY FACTOR = 0.62 OVERTIME FACTOR = 0.42 12H 2895 $85.85 Includes electric powered, hand held tools not listed elsewhere in this book. 14E 72G serial 3174 $71.90 Expendable bits, blades, discs, wheels, etc. shall be paid by separate invoice.

Rated in accordance with Mfr's suggested retail price. 14G 3180 $111.21 14H 3185 $122.82
TOOLS [ TOOL ]
140 14U serial 3250 $72.89
OVER TO Code Rate 140G 72V serial 3260 $80.67
450 600 045-060 $0.32 140H 3265 $86.45
600 800 060-080 $0.42 143H 3267 $96.68
800 1000 080-100 $0.53 16 49G serial 3290 $93.89
16 49G800 serial 3348 $137.42
16 G93U serial 3360 $154.77
16H 3380 $164.31
6 160H 3385 $101.61 ALLIED STEEL & TRACTOR [ AS&T ]
163H 3390 $107.03 Model Code Rate
JOHN DEERE [ DEER ] 800 0300 $56.38
Model Code Rate HYRAM 720 0310 $6.27
JD-570A 3890 $43.34 HYRAM 725 0320 $12.05
JD-570B 3892 $50.43 HYRAM 730 0330 $14.48
JD-670 3900 $56.11 HYRAM 740 0340 $20.69
JD-670A 3905 $61.87 HYRAM 750 0350 $22.83
JD-670CH 3907 $80.75 HYRAM 77 0360 $9.36
JD-770 3910 $63.78 HYRAM 770 0370 $22.69
JD-770A, 770A-H 3915 $74.89 HYRAM 780 0380 $37.32
JD-770B 3916 $81.84 HYRAM 790 0390 $48.34
JD-772CH 3930 $98.21 HYRAM 88 0400 $15.73
GALION [ GALN ] DELMAG [ DELM ]
Model Code Rate Model Code Rate
A-400E 4940 $60.54 D-12 0500 $23.68
T-400A 4980 $57.99 D-16 0510 $34.37
T-500C 5150 $67.25 D-22 0520 $54.65
T-500L 5204 $66.65 D-30 0530 $40.48
T-500M 5210 $69.14 D-30-32 0540 $60.03
D-36-32 0560 $78.05 KOMATSU [ KOMA ]
D46-32 0570 $92.05 Model Code Rate
D62-22 0580 $150.43
GD 505A-2 8980 $63.27
D100-13 0590 $237.38
GD 515A-1 8986 $65.81
GD 605A-2 FOSTER 9000 $69.81 [ FOST ]
GD 615A-1 9005 $76.39 Model Code Rate
GD 625A-1C 9007 $99.03 1700 0600 $127.56
GD 655A-2 9010 $77.52 4030 0630 $178.94
FNV-1800 0660 $107.78
HAMMERS, DEMOLITION & PILE [ HAMMR ] FNV-4150 0693 $229.39 HYDRAULIC POWER SYS DELAY FACTOR = 0.23 OVERTIME FACTOR = 0.80 [ HPSI ] Includes attachments, accessories and power unit. Does not include carrier. Model Code Rate ABI [ ABI ] 150 0420 $90.34
260 0430 $142.97 Model Code Rate
300 0440 $171.70 HVR-60 0100 $35.45
I.C.E. [ ICE ] AMERICAN PILE DRIVING [ APE ]
Model Code Rate

EQUIPMENT
Model Code Rate 44-50 0450 $216.63
216 0460 $78.01 150 0010 $152.00
416L 0470 $129.44 180 0050 $207.95
812 0480 $202.67 200/500 0060 $232.83
300 VIBRO 0075 $257.91 KENT [ KENT ]
400B VIBRO 0085 $414.10 Model Code Rate
KHB10G 0700 $19.56
KHB 15G 0710 $28.53
KHB 30G 0750 $30.87
KHB 40G 0760 $50.73
7 NPK [ NPK ] TUNKER [ TUNK ]
Model Code Rate Model Code Rate
4XE 0795 $15.97 40.01 1400 $164.57
6XA 0800 $13.49 40.05 1450 $164.57
H-10XB 0810 $34.69 60.05 1460 $142.70
H-12X 0815 $35.82 VULCAN [ VULC ]
H-16X 0820 $32.55 Model Code Rate
H-20X 0840 $35.99
1 1500 $26.65
H4X,HXA 0860 $11.50
010 1520 $38.55
H7X 0880 $14.40
100C 1540 $40.66
OKADA [ OKAD ] 2300 1560 $137.97
Model Code Rate 80C 1580 $31.38
UB-5 0900 $8.03 HYDRAULIC CRANES & EXCAVATORS, [ HCECL ] UB-8 0950 $15.82 CRAWLER MOUNTED RAMMER [ RAMR ] DELAY FACTOR = 0.18 OVERTIME FACTOR = 0.84 Model Code Rate Includes all attachments and accessories required for lifting or digging.

Pavement breaker or compactor attachments are not included.

S-84 1000 $32.16
S-86 1050 $34.79 BANTAM [ BANT ]
Model Code Rate STANLEY [ STAN ]
C 266 0680 $79.90 Model Code Rate
C 366 0690 $92.55
MB250 1100 $6.38
C 744 1075 $60.54
MB2900 1120 $24.35
MB4900 1140 $43.14 CASE [ CASE ]
MB550 1160 $10.06 Model Code Rate
MB800 1180 $14.87 9030B 0100B $92.10
[ TELD ] 9040 0110 $92.18 TELEDYNE
9060B 0120B $192.78 Model Code Rate
40E E-Boom 1600 $73.36
950X 1190 $33.63
40E Y-Boom 1601 $73.73
TB1025 1195 $36.97
50E 1602 $92.83
TB1425X 1200 $35.43
125B 1602H $75.26
TB2225X 1220 $66.18
170C 1602N $104.79
TB425 1240 $14.46
220B 1602R $134.36
TB825X 1260 $24.85
880B Y-Boom 1609 $52.34
TRAMAC [ TRMC ] 980B 1615 $81.10
Model Code Rate 1080 1615E $71.07
BRH1100 1300 $37.99 1080B 1615J $72.59
BRH125 1310 $11.82 1280 1616 $97.17
BRH250 1320 $13.12 1280B 1616E $91.42
BRH400 1330 $12.46 CATERPILLAR [ CAT ]
BRH620 1340 $25.23
Model Code Rate
BRH750 1350 $22.34
304 CR 0200 $29.49
BRV950 1360 $23.52
305C CR 0250 $40.28
308E2 CR SB 0270 $46.37
308DCR 0271 $40.86
312 0300 $47.82
312C 0300C $58.28
8 312CL 0300CL $58.46 EL 200B 1654E $70.62
314CL CR 0302CLR $59.39 E 240 1655 $83.63
315L 0305 $57.90 EL 240 1656 $85.02
320 0310 $76.24 E 300 1657 $104.89
320BL 0312 $80.38 E 300B 1657B $116.39
320C 0312C $91.03 EL 300 1658 $106.70
320CL 0312CL $103.04 EL 300B 1658B $118.33
320L 0315 $77.61 JOHN DEERE [ DEER ]
321C LCR 0320R $112.03 Model Code Rate
321D LCR 0321R $109.89
225D LC 1575D $103.79
322L 0325 $95.19
330C LC 1600C $147.19
325 0330 $100.63
450LC 1645 $180.11
325BL 0335 $118.14
490 1660 $39.92
325L 0340 $105.05
490E 1660E $50.69
328D LCR 0343DR $136.00
690A 1685 $55.69
330BL 0345 $144.81
690B 1695 $68.37
330CL 0345CL $157.21
690C 1697 $63.02
330D L 0345DL $186.94
690D 1697D $65.96
330L 0350 $132.59
690E LC 1697ELC $76.01
336EL 0351E $176.58
790 1698 $79.39
336F 0351F $176.26
790D 1698D $84.56
345BL 0355 $186.16
790E LC 1698ELC $92.97
350L 0360 $197.71
792 1699 $93.94
375L 0365 $313.21
890 1700 $126.91
205 1617 $32.76
890A 1705 $115.98
211 1617E $48.56
892D LC 1708 $107.78
213 1617H $53.43
990 1720 $138.21
215 1618 $54.26
992D LC 1722 $156.32
215B LC 1619E $60.87
30 1725 $19.07
215C 1619F $67.04
50 1730 $30.42
215D 1619G $74.39
70 1735 $27.90
225 1620 $77.38
200LC 1745 $87.20
225LC 1621 $77.88
225D LC $97.64 DROTT 1622 [ DROT ]
227 1623 $80.77 Model Code Rate
229 1625 $104.93 35D E boom 1835 $55.59
231D 1630 $119.83 35D Y boom 1845 $55.98
231DLC 1635 $121.32 40D E boom 1930 $69.90
235 1640 $123.67 40D Y boom 1965 $74.77
235B 1642 $137.55 50D 2005 $90.53
235 Front Shovel 1645 $132.94 FIAT-ALLIS [ F-A ]
235B Front Shovel 1647 $148.05 Model Code Rate
235C 1648 $156.55
FE 18 9000 $50.13
235DLC 1649 $162.08
FE 20 HD 9010 $63.30
245 1650 $208.28
FE 20 LC 9020 $59.67
245B 1650B $229.64
FE 28 9030 $83.92
245 Front Shovel 1652 $219.44
FE 40 L 9040 $143.98
245B Front Shovel 1652B $244.26
E 180 1653 $65.03
EL 180 1654 $66.11
9 GRADALL [ GRAD ] KOBELCO [ KOBL ]
Model Code Rate Model Code Rate
G 660 0150 $67.85 SK200LC MARK III 4687 $76.47
G 660B 0160 $86.22 K 903B 4688 $35.67
G 660C 0170 $86.93 K 904D 4693 $38.65
G 880B 0210 $92.70 K 904E 4694 $40.70
G 880C 0215 $88.83 K 904 Mark II 4694A $40.55
G 1000 0230 $145.46 K 905 4695 $43.69
XL4200 0260 $92.65 K 905A LC 4697 $47.14
XL5200 0280 $112.71 K 907C 4700 $63.18
K 907D 4702 $67.95
HITACHI [ HIT ]
K 907 LC 4704 $68.66
Model Code Rate K 909A 4710 $87.96
UH 07LC 2630 $65.54 K 909 LC 4711 $90.38
UH 062 2660 $70.86 K 912A 4712 $104.19
UH 172 2695 $128.36 K 914 4715 $124.66
UH 122 2750 $85.68 K 916 4717 $139.58
EX 150 2797 $60.27 SK270LC MARK IV 4720 $108.90
EX 200 LC 2800 $73.32 SK400LC MARK IV 4725 $192.47
EX 270 LC 2806 $107.88
KOEHRING EX 300LC-2 [ KOEH ] 2807 $127.17
EX 300LC-3 2807A $130.46 Model Code Rate
EX 330LC-5 2807B $151.07 366 post 1980 4752 $108.39
EX 370-5 2807F $150.58 466E 4990 $124.89
EX 400 LC 2808 $168.42 566 5160 $135.87
EX 450LC-5 2808K $208.00 666, 666E 5225 $171.97
EX 550LC 2809 $245.53 866, 866E 5235 $201.69
EX 700 2810 $293.98 6611 6000 $40.59
EX 750-5 2815 $331.91 6614 6005 $49.83
EX 1100 2880 $382.00 6612 6010 $48.46
6620 6015 $69.23
HYUNDAI [ HYUN ]
6625 6020 $84.29
Model Code Rate 6633 6029 $119.67
200LC 2950 $73.04 6644 6040 $159.00
210LC-3 2952C $90.32
KOMATSU 280LC [ KOMA ] 2960 $108.19
290LC 2970 $112.69 Model Code Rate
450LC 3010 $169.23 PC 120-5 9485 $51.99
PC 150-1 9490 $46.63
INTERNATIONAL [ INTL ]
PC 150-3 9495 $57.46
Model Code Rate PC 200 LC-2 9500 $58.25
630 4250 $51.76 PC 200-5 9504 $75.67
640 HD 4260 $68.22 PC 200 LC-3 9505 $70.34
650 HD 4280 $77.17 PC 200 LC-5 9506 $76.81
KATO [ KATO ] PC 220 LC-2 9510 $75.14
Model Code Rate PC 220 LC-3 9515 $87.22
HD450 VII 3050 $49.29 PC 220 LC-5 9516 $94.14
HD700 VII LC 3060 $71.34 PC 220 LC-6 9516F $102.18
HD1250 VII LC 3080 $119.96 PC 220 LC-7 9516G $110.15
PC 280 LC-3 9517 $98.54
PC 300 LC-1, LC-2 9520 $96.98
10 PC 300 LC-3 9525 $115.79 MASSEY FERGUSON [ M-F ]
PC 300 LC-5 9526 $131.46 Model Code Rate
PC 300 LC-6 9526A $142.95
MF 450D 6245 $41.49
PC 300 LC-7 9526B $162.07
MF 450S 6250 $44.49
PC 360 LC-3 9527 $132.20
PC 400 LC-1 $131.72 MITSUBISHI 9530 [ MITS ]
PC 400 LC-3 9535 $154.46 Model Code Rate
PC 400 LC-5 9536 $172.97 MS 090 6290 $29.57
PC 400 LC-6 9537 $195.29 MS 180-3 6295 $56.46
PC 600 LC-6 9539 $271.76 MS 180 LC-8 6296 $63.83
PC 650-1 9540 $241.20 MS 230 LC-3 6300 $73.60
PC 650-1 Front Shovel 9550 $255.22 MS 240 LC-8 6305 $79.57 PC 650-3 9552 $256.11 MS 280-2 6310 $90.11
PC 750-6 9555 $327.82 MS 380-2 6320 $126.45
PC 1000-1 9560 $390.13 MS 450-8 6330 $145.64
PC 1000 LC-1 9565 $402.02 NORTHWEST [ NW ]
PC 1100 LC-6 9575LC $450.73 Model Code Rate
LINK-BELT [ L-B ] 35 DH 6335 $113.69
Model Code Rate 45 DH 6340 $124.31
LS 1600 5390 $30.75 55 DH 6345 $132.04
LS 2650 5395 $42.83 55 DH Series II 6360 $224.32
LS 2700C II 5398 $58.19 P&H [ P&H ]
2700 QUANTUM 5399 $64.37 Model Code Rate
LS 2800 5400 $50.39
H 750 6628 $54.34
LS 2800A 5402 $58.25
H 1250 6630 $91.13
LS 2800A PL 5404 $50.50
H 1750 6635 $113.64
LS 2800 PL 5405 $47.79
H 2500 6645 $145.60
LS 2800B 5410 $63.67
HS 2500 6650 $150.17
LS 3400 5475 $84.44
LS 3400C II 5477 $89.93 TAKEUCHI [ TAKU ]
LS 4300 5660 $106.58 Model Code Rate
LS 4300C II 5662 $117.28 TB 15 7686 $12.59
LS 4800 5750 $122.81 TB 025 7686A $21.20
LS 4800 PL 5755 $110.09 TB 045 7686E $35.09
LS 5400 5805 $142.41 TB 070 7686H $36.15
LS 5800 5810 $148.35 TB 10S 7688 $10.03
LS 5800A 5812 $156.55 TB 35S 7690 $19.86
LS 5800C II 5814 $163.79 TB 68S 7692 $28.82
LS 6400 5820 $219.67 TB 800 7695 $14.03
LS 7400 5830 $217.89
LS 7400A 5840 $266.31
11 HYDRAULIC CRANES & EXCAVATORS, GRADALL [ HCESP ] [ GRAD ] SELF PROPELLED. Model Code Rate
DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.88 G 3WD, 4x4 0110 $84.78 Includes all attachments and accessories required for lifting or digging.

Pavement breaker or compactor attachments are not included. GROVE [ GROV ] Model Code Rate BUCYRUS-ERIE [ B-E ]
24 3820 $32.14
Model Code Rate
36 3830 $52.47
300C/SP 1670 $65.46
68 3850 $60.83
320C 1672 $65.64
1012 3870 $73.09
360C 1678 $65.97
2535 3880 $96.05
BADGER [ BAGR ] RT-48 4030 $55.48
Model Code Rate RT-49 4115 $55.75
4425/30 1565 $88.28 RT-58 4285 $56.95
4435 1570 $97.95 RT-418 4354 $70.70
4435B 1573 $99.09 RT-420 4356 $70.70
4435C 1573C $108.31 RT-422 4358 $70.70
4445 1574 $135.81 RT-500D 4359 $97.54
4450 1575 $104.44 RT-525 4360 $65.68
4450B 1577 $110.51 RT-525B 4362 $68.45
4455 1579 $136.50 RT-525C 4363 $84.66
RT-527.5 4365 $66.49 CASE [ CASE ]
RT-528B 4370 $68.45
Model Code Rate
RT-528C 4372 $85.14
40E E-Boom, Cruz Air 1685 $56.39 RT-60 4520 $66.32
40E Y-Boom, Cruz Air 1687 $56.60 RT-60S 4540 $68.18
40F E-Boom, Cruz Air 1687H $58.55 RT-515 4606 $65.58
40F Y-Boom, Cruz Air 1687K $59.37 RT-518 4607 $67.45
45 E-Boom, Cruz Air 1688 $72.95 RT-520 4608 $68.91
45 Y-Boom, Cruz Air 1689 $77.53 RT-522 4609 $68.18
45B E-Boom, Cruz Air 1689H $77.17 RT-522C 4609G $83.03
45B Y-Boom, Cruz Air 1689K $77.88
RT-625 4630 $74.31
880R E-Boom 1690 $50.70
RT-630 4635 $74.31
880R Y-Boom 1695 $50.82
RT-630B 4637 $79.69
1085 E-Boom, Cruz Air 1696E $58.45
RT-635 4640 $84.35
1085 Y-Boom, Cruz Air 1696Y $58.74
RT-65 S 4700 $89.03
1085B Y-Boom, Cruz Air 1696Z $65.71
RT-740 4710 $99.65
1285 E-Boom, Cruz Air 1697E $73.64
RT-745 4715 $126.86
1285 Y-Boom, Cruz Air 1697Y $73.78
RT-75 S 4720 $94.80
3330 Low Profile 1698E $30.15
RT-755 4725 $107.46
3330B 1698H $30.38 RT-760 4727 $155.55
CATERPILLAR [ CAT ] RT-865 4730 $132.77
Model Code Rate RT-865B 4732 $182.00
206 1699 $40.77 RT-875 4735 $163.40
212 1699E $52.14 RT-980 4750 $158.69
214 1699H $56.34 RT-990 4760 $183.47
224 1699J $69.37 RT-9100 4790 $235.72
12 KOMATSU [ KOMA ] P&H [ P&H ]
Model Code Rate Model Code Rate
PW 210-1 9580 $93.89 OMEGA 14 5790 $60.77
OMEGA 15 5792 $60.77
LINK-BELT [ L-B ]
OMEGA 18 5794 $61.18
Model Code Rate OMEGA 25 5795 $81.80
HSP 15 5500 $63.50 OMEGA 20 5796 $61.84
HSP 18 5505 $63.50 OMEGA 23 5796E $64.50
HSP 20 5510 $69.30 OMEGA 30 5796J $84.15
HSP 22 5530 $70.66 OMEGA 35 5796P $85.08
HSP 25 5535 $75.29 OMEGA 40 5797 $114.68
HSP 8015 5538 $73.89 OMEGA 45 5797E $116.34
HSP 8018 5538E $73.89 OMEGA 50 5797J $117.68
HSP 8018XL 5538G $89.70 OMEGA 60 5798 $121.02
HSP 8018C 5538H $67.59 OMEGA 65 5799 $143.00
HSP 8025 5538P $77.16 OMEGA 114 5799C $69.35
HSP 8025 S 5538PF $78.32 OMEGA 114D 5799G $67.46
HSP 8030 5538Q $88.41 OMEGA 118 5799Q $70.81
HSP 8035 5538R $129.02 OMEGA 118D 5799S $67.60
HSP 8040 5538S $129.15 OMEGA 120 5799U $72.40
HSP 8050 5538T $131.22 OMEGA 120D 5799W $68.28
HSP 8055 5538V $117.88 OMEGA 122 5799X $73.36
HSP 8060 5539 $144.35 OMEGA 122D 5799Y $68.84
LORAIN [ LORN ] OMEGA 125 5799Z $73.72
Model Code Rate OMEGA 128 5799ZA $72.19
LRT 15H 5730 $64.84 R 150 5890 $51.76
LRT 15U 5735 $66.09 R 150-1 5910 $51.28
LRT 18U 5740 $66.52 R 180 5975 $52.08
LRT 35U 5745 $97.16 R 200 6060 $52.39
LRT 40U 5750 $97.76 OMEGA S-15 6062 $84.46
LRT 150 5755 $64.13 OMEGA S-18 6063 $84.46
LRT 150D 5756 $79.10 OMEGA S-20 6064 $86.93
LRT 180 5760 $64.11 S-35 6064E $118.72
LRT 180D 5760D $79.10 PETTIBONE [ PET ]
LRT 200 5765 $63.99 Model Code Rate
LRT 200D 5765D $79.26 16 MK P Series 6500 $56.52
LRT 220 5767 $66.29 20 MK P Series 6580 $57.13
LRT 230 5768 $70.76 25 6740 $53.30
LRT 230D 5768D $79.28 25 MK P Series 6750 $57.89
LRT 250 5769 $70.79 29 MK P Series 6880 $58.89
LRT 250D 5769D $79.28 30 6900 $53.30
LRT 275 5770 $70.79 30 MK P Series 6903 $59.85
LRT 275D 5770D $79.28 30 SC, 30 SC P Series 6910 $82.85 LRT 330 5772 $90.79 60 SC 6990 $88.96
LRT 400 5773 $104.27 60 SC P Series 6995 $94.96
LRT 450 5774 $107.32 70 7100 $94.22
LRT 500 5775 $110.24 70 SC 7165 $94.44
LRT 550 5790 $115.34 70 SC P Series 7170 $100.16
80 MK P Series 7250 $93.26
13 80 SC P Series 7260 $94.60 GROVE [ GROV ]
R.O. PRODUCTS [ ROP ] Model Code Rate
Model Code Rate TD 520 2221 $98.63
MC 5A 8005 $33.68 TD 522 2223 $98.63
MC 50B 8175 $53.66 TD 525 2224 $99.50
MC 50C 8260 $54.96 TMS 250 2850 $92.88
TMS 250A 2860 $93.35 HYDRAULIC CRANES & EXCAVATORS, [ HCETD ] TRUCK MTD. W/ CARRIER TMS 250B 2870 $93.35
TMS 250C 2875 $128.85
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.89 TMS 300 2922 $111.05 Includes truck/carrier. Includes all attachment and accessories required for lifting or digging. Pavement breaker or compactor attachments are not TMS 300B 2923 $127.78 included. TMS 760 3180 $195.65
BUCYRUS-ERIE [ B-E ] TMS 865 3378 $146.55
Model Code Rate TM 875 3380 $169.76
25 XC 1360 $79.98 TMS 875 3385 $170.63
30 XC 1370 $80.61 TM 890 3387 $186.74
40 C 1475 $72.33 TM 1075 3390 $154.17
60 XC 1590 $129.94 HIAB [ HIAB ]
65 C 1592 $112.46 Model Code Rate
90 XC 1600 $140.91 100 AW 3850 $43.12
BADGER [ BAGR ] 1165 3852 $40.31
Model Code Rate 170 thru 174 3854 $38.88
300 Hydro-Scopic $55.06 175 thru 177 0550 3855 $39.03
460 Hydro-Scopic $67.54 550, 5501 0555 3857 $41.58
666 Hydro-Scopic 0560 $99.25 650 3859 $42.43
888 Hydro-Scopic 0600 $104.71 KOEHRING [ KOEH ]
BANTAM [ BANT ] Model Code Rate
Model Code Rate 4460 Teleskoop 4400 $64.99
T 744 Teleskoop $64.64 4465 Teleskoop 1285 4405 $66.17
T 888 1310 $93.43 4470 Teleskoop 4410 $76.93
T 888B $108.76 4475 Teleskoop 1315 4415 $78.08
DEVAULT [ DVUT ] LINK-BELT [ L-B ]
Model Code Rate Model Code Rate
TK 15-10 HTC 14 1900 $47.72 4505 $90.50
HTC 25 4507 $90.50
GRADALL [ GRAD ]
HTC 35 4509 $100.01
Model Code Rate HTC 50 4510 $132.22
G 3W 0120 $66.88 HTC 50W 4520 $127.19
G 660 0170 $65.00 HTC 814 4530 $119.18
G 660B 0180 $84.38 HTC 814XL 4531 $123.98
G 660C 0190 $82.00 HTC 822 S 4532 $111.08
G 800 0210 $56.41 HTC 825 4535 $103.63
G 880B 0220 $92.39 HTC 825 S 4536 $112.10
G 880C 0230 $89.54 HTC 830 4537 $121.04
G 1000 0240 $99.08 HTC 835 4539 $127.56
HTC 835XL 4539C $144.24
HTC 840 4539E $147.59
HTC 850 4539G $152.52
14 HTC 855 4539H $133.65 T-300A 5665 $107.06
HTC 860 4539J $155.14 OMEGA T-400 5666M $132.14
HTC 1040 4540 $145.19 OMEGA T-450 5669 $133.79
HTC 1050 4545 $147.53 T-600 XL 5670 $153.87
HTC 1055 4550 $137.21 OMEGA T-500 5680 $133.77
HTC 1060 4555 $152.00 OMEGA T-650 5745 $180.15
HTC 11100 4600 $266.35 T-750 5780 $127.28
LORAIN [ LORN ] PITMAN [ PIT ]
Model Code Rate Model Code Rate
MCH 140 4942 $105.89 Hydralift HL 40 thru 95 6670 $39.27 MCH 150 4946 $98.88 Hydralift HL 100 thru 170 6675 $42.35 MCH 180 4947 $98.88 HL 857 6685 $47.12
MCH 300 4953 $115.75 HL 1200, 1545-T2 or 1580 6695 $49.41 MCH 350 4955 $93.09 POLECAT 6697 $50.41
MCH 400 4957 $126.66 PELICAN 6699 $53.16
MCH 500 4960 $101.91 R.O. PRODUCTS [ ROP ]
MANITEX [ MANX ] Model Code Rate
Model Code Rate TC-40 6860 $40.19
1161 4980 $46.19 TC-50 6862 $41.72
1770 4985 $76.86 TC-70 6864 $43.05
2284 4990 $79.52 TC-80 6866 $43.08
2592 4995 $81.38 TC-85 6868 $42.62
TC-110 $46.45 NATIONAL [ NATL ] 6870
TC-120 6872 $47.08 Model Code Rate
TC-125 6874 $46.71
Ser 4/400, 11.3 m (37') boom 4983 $43.02
TC-145 6876 $49.54
Ser 4/400, 14.0 m (46') boom 4984 $43.21
TC-150 6878 $47.99
Ser 4/400, 16.8 m (55') boom 4985 $43.38
Ser 5/500A/B, 14.3 m (47') boom 4986 $48.03 HYDRAULIC CRANES & EXCAVATORS, [ HCETG ] Ser 5/500A/B, 17.1 m (56') boom TRUCK MTD. LESS CARRIER. 4987 $48.62 Ser 6/600, 14.3 m (47') boom 4989 $47.54 DELAY FACTOR = 0.10 OVERTIME FACTOR = 0.92 Ser 6/600, 17.1 m (56') boom 4990 $47.89 Includes all lifting and digging attachments and accessories. Truck/carrier to be paid separately. Pavement breaker or compactor attachments are not 856 4995 $48.37 included.
856B 4996 $47.56
BUCYRUS-ERIE [ B-E ]
875 4997 $49.08
Model Code Rate 875B 4998 $50.45
H-3 series two 1000 $39.19 Series 85 4999 $44.45
H-5 series two 1300 $46.40
P&H [ P&H ]
GALION [ GALN ] Model Code Rate
Model Code Rate ALPHA 100 ton 5000 $247.31
125 P 1970 $47.26 CN T-280 5005 $132.22
150 P 1980 $57.14 T-150 5290 $96.54
T-180 5380 $96.96 GROVE [ GROV ]
T-200 5470 $97.47 Model Code Rate
T-250 5560 $113.72 TM 100C 2020 $67.27
CN T-250 5561 $134.49 TM 200C 2040 $55.04
OMEGA T-250 5570 $108.29
OMEGA T-300 5580 $111.41
OMEGA T-350 5585 $112.59
15 951C LGP 86J 2598 ser 4215 $51.53 HYDRAULIC PERSONNEL LIFTS & [ HYLFT ] AERIAL WORK PLATFORMS 953 4220 $69.75
953 LGP 4230 $64.97
DELAY FACTOR = 0.22 OVERTIME FACTOR = 0.79 955L 85J 6247 serial 4675 $64.60 Includes self propelled and power take off(PTO) units whether gas, diesel or electric. Rates for any truck or carrier mounted units shall pay for the truck 955L 85J 13X10129 ser 4680 $70.19 separately. Reach is rated by Mfr's maximum extension in meters(feet). 955L LGP 85J 13X10129 4685 $70.53 BOOM TYPE [ BOOM ] 963 4690 $96.30
OVER TO Code Rate 963 LGP 4693 $87.14
0 7.6 (25) 00-24 $15.05 973 4695 $148.88

7.6 (25) 15.2 (50) 973 LGP 25-49 $36.07 4698 $122.71

15.2 (50) 22.9 (75) $51.16 977K 50-74 5014 $74.50
977K 11K serial 5092 $78.69
SCISSOR TYPE [ SCIS ]
977L 11K 3919 serial 5170 $92.00
OVER TO Code Rate 977L 11K 5083 serial 5180 $100.85
0 6.1 (20) 00-20 $16.44 977L 14X serial 5185 $105.07

6.4 (21) 9.1 (30) 21-30 $19.93 977L LGP 5190 $104.74

9.4 (31) 15.2 (50) 31-50 $29.68 983 5248 $142.80
LOADERS, CRAWLER 983B 5265 $154.07 [ LDRCL ]
JOHN DEERE [ DEER ]
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.90 Model Code Rate Includes all attachments and accessories excluding clam-action buckets and backhoe(see attachment class). JD 350C 5420 $34.24
JD 450C (4 speed PS) 5805 $34.34
CASE [ CASE ] JD 455D 5807 $36.19
Model Code Rate JD 455E 5809 $36.62
350B 2370 $32.40 JD 455G 5809A $45.37
450B 2610 $29.81 JD 555 5810 $38.82
455B 2620 $31.52 JD 555A 5812 $42.93
455C 2620A $35.01 JD 555B 5814 $42.17
1155D 3555 $60.92 JD 555G 5814A $61.74
1155E 3556 $67.28 JD 655 5815 $61.56
1450 3560 $66.87 JD 655B 5817 $71.07
1450B 3565 $74.19 JD 755 5820 $57.74
1455B 3568 $75.07 JD 755A 5822 $72.16
CATERPILLAR [ CAT ] JD 755B 5824 $81.97
Model Code Rate JD 855 5830 $109.13
259D 2159 $39.45 DRESSER [ DRES ]
289D 2189 $41.78 Model Code Rate
299D2 2199A $51.65 100E (PS) 9000 $35.65
931B 3735 $33.42 100G 9005 $41.35
931C 3735C $35.55 125E (PS) 9010 $44.03
931 LGP 3740 $31.50 125G 9015 $50.15
931B LGP 3745 $34.49 175C (PS) 9020 $88.27
935B 3845 $39.84 200 9025 $101.90
935C 3845C $42.34 250C (PS) 9030 $103.28
939C 3900 $60.78 250E (PS) 9035 $119.05
943 4130 $51.75
943 LGP 4135 $48.71
951C 86J 1992 serial 4200 $45.53
951C 86J 2598 serial 4210 $50.71
16 580B w/ backhoe 1705 $34.71 KOMATSU [ KOMA ]
580C 1710 $27.58 Model Code Rate
580C w/ backhoe 1715 $29.39
D 53S-16 7878 $58.61
580D 1717 $28.86
D 53S-17 7878A $70.94
580D w/ backhoe 1720 $31.23
D 55S-2 7900 $59.81
580 Super D 1725 $31.51
D 55S-3 7978 $59.81
580 Super D w/ backhoe 1727 $33.92
D 57S-1 8000 $81.81
580 Super E 1731 $32.37
D 65S-6 8017 $78.67
580 Super E w/ backhoe 1735 $34.98
D 66S-1 8020 $111.09
580K w/ backhoe 1739 $35.25
D 75S-2 8056 $85.41
580K 4WD w/ backhoe 1740 $36.29
D 75S-3 8060 $106.88
580 Super K w/ backhoe 1742 $38.94
D 75S-5 8061 $159.06
580L w/ backhoe 1743 $39.19
D 155S-1 8080 $210.00
580 Super L 4WD w/ backhoe 1744 $45.53
LOADERS, RUBBER TIRE [ LDRRT ] 590 Turbo w/ backhoe 1745 $47.59 590 Super L 4WD w/ backhoe 1746 $49.88
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89 621 1750 $64.23 Includes all attachments and accessories. Clam-action buckets, 4WD and 721 1752 $78.04 backhoes are excluded unless otherwise noted.
821 1754 $95.47
ALLIS-CHALMERS [ A-C ] 680E w/ backhoe 1840 $44.75
Model Code Rate 680G w/ backhoe 1850 $43.46
710C 0747 $33.16 680H w/ backhoe 1852 $46.20
714B 0750 $32.30 680K w/ backhoe 1854 $50.38
714C w/ backhoe 0752 $34.70 680L w/ backhoe 1856 $51.06 715B w/ backhoe 0765 $34.13 680L 4WD w/ backhoe 1857 $51.82 715C w/ backhoe 0767 $34.94 780 w/ backhoe 1864 $57.26
780B w/ backhoe 1866 $61.46 CASE [ CASE ]
780C w/ backhoe 1867 $62.56
Model Code Rate
780D w/ backhoe 1868 $63.28
W-11 1365 $31.13 780D 4WD w/ backhoe 1869 $64.59
W-11B 1368 $37.90
W-18 CATERPILLAR 1444 $52.48 [ CAT ]
W-18 9213140 serial 1450 $55.78 Model Code Rate
W-18B 1460 $60.21 415F2 1850F2 $45.30
W-20 1472 $55.90 416 w/ backhoe 1860 $35.24
W-20B 1480 $56.64 416 Series II w/ backhoe 1860A $35.46 W-20C 1482 $60.97 416B 4WD w/ extend-a-hoe 1861A $43.68 W-30 1565 $83.51 416C 4WD w/ backhoe 1861C $45.31
480B 1636 $26.41 416D w/ backhoe 1861D $40.71
480B w/ backhoe 1640 $27.66 416D 4WD w/ backhoe 1861D4 $41.76 480C 1650 $34.12 420D w/ backhoe 1861M $45.64
480C w/ backhoe 1660 $35.60 420D 4WD w/ backhoe 1861M4 $46.69 480D 1662 $38.25 420E 1861N $55.18
480D w/ backhoe 1664 $40.10 420F2 1861N2 $65.46
480E w/ backhoe 1666 $32.77 426 w/ backhoe 1862 $39.84
480E LL 1667 $31.62 426 Series II w/ backhoe 1862A $40.05 480F w/ backhoe 1668 $34.00 426C w/ backhoe 1862C $49.89 480F LL 1669 $32.33 426C 4WD w/ backhoe 1862C4 $51.24
480LL 1677 $38.29 428 w/ backhoe 1864 $39.81
570L XT 4WD 1690 $37.17 428 Series II w/ backhoe 1864A $40.03 430D 1865D $55.33
17 430E 1865E $58.53 IT 12 2472 $38.33
436 w/ backhoe 1866 $43.39 IT 12B 2472B $44.64
436 Series II w/ backhoe 1866A $43.56 IT 14F 2473 $51.75 446 w/ backhoe 1868 $56.21 IT 18 2474 $48.95
446B w/ backhoe 1868B $62.15 IT 18B 2475 $55.35
446D 1868D $64.58 IT 28 2476 $59.20
450E 1869E $77.84 IT 28B 2477 $64.26
910 1870 $37.59 IT 28F 2477G $74.46
910E 1870E $44.25 IT 28G 2478 $77.56
916 1885 $50.13 IT 38G 2480 $89.33
920 1894 $45.86 IT 62G 2482 $122.88
926 2065 $58.75 CLARK [ CLRK ]
926E 2067 $63.57 Model Code Rate
928G 2070G $76.21
35C 2484 $46.78
930 41K serial 2088 $56.16
45C 2486 $54.68
930G 2088G $90.38
55C 2488 $66.02
936 2100 $71.29
75C 2491 $86.24
936E 2110 $77.72
125B 2492 $110.96
936F 2120 $80.75
275B 2496 $192.69
938F 2130 $82.48
275C 2497 $210.63
938G 2130G $93.25
950 90A serial $60.16 JOHN DEERE 2228 [ DEER ]
950 31K & 81J serial 2270 $72.47 Model Code Rate
950B 2272 $89.18 JD-210C 2485 $29.64
950E 2300 $94.90 JD-210C w/ backhoe 2490 $29.70
950F 2301 $99.91 JD-210LE 2495 $38.96
950F Series II 2303 $103.46 JD-310A w/ backhoe 2504 $31.14 950G 2310 $111.21 JD-310B w/ backhoe 2506 $31.81
950H 2310H $129.07 JD-310C w/ backhoe 2507 $35.02
950M 2310M $151.93 JD-310D w/ backhoe 2507D $39.46
962G 2320G $121.65 JD-310E w/ backhoe 2507E $40.40
966C 2340 $106.04 JD-310SE w/ backhoe 2507F $45.23
966D 2350 $117.03 310G 2507G $41.45
966E 2360 $129.25 JD-315SE w/ backhoe 2507H $45.84
966F 2361 $132.07 JD-410 w/ backhoe 2508 $34.05
966G 2362 $148.48 JD-410B w/ backhoe 2508B $34.73
966H 2362H $172.95 JD-410C w/ backhoe 2508C $40.76
966K 2362K $177.05 JD-410D w/ backhoe 2508D $48.54
970F 2370 $155.21 JD-410E w/ backhoe 2508E $50.96
972G 2372G $165.56 410G 2508G $52.08
972M 2372M $195.52 410J 4WD 2508J $60.16
980B 2376 $134.64 410K 2508K $64.33
980C 2378 $164.69 JD-444 2510 $45.27
980F 2381 $169.75 JD-444C 2515 $47.20
980G 2382 $187.13 JD-444D 2520 $48.61
980H 2382H $204.67 JD-444E 2521 $52.79
988 87A6868 serial 2398 $164.58 JD-500C w/ backhoe 2592 $44.21 988B 50W serial 2436 $236.23 JD-510 w/ backhoe 2620 $40.92 992B 25K serial 2460 $293.65 JD-510B w/ backhoe 2625 $39.52 992C 2470 $451.50 JD-510C w/ backhoe 2630 $46.57
18 JD-510D w/ backhoe 2630D $55.17 FR 35 3052 $208.70
JD-544B 2660B $56.11 FORD [ FORD ]
JD-544C 2660C $57.67 Model Code Rate
JD-544D 2660D $56.61
545C 3054 $31.97
JD-544E 2660E $62.62
650 w/ backhoe 3056 $35.29
JD-544G 2660G $69.08
655A w/ backhoe 3056F $39.50
544J 2660J $90.45
655C w/ backhoe 3056G $43.37
544K 2660K $100.99
750 w/ backhoe 3057 $46.19
JD-610B w/ backhoe 2690 $45.19
755 w/ backhoe 3061 $49.22
JD-610C w/ backhoe 2691 $51.45
755B w/ backhoe 3063 $55.99
JD-624E 2700 $75.01
755A w/ backhoe 3065 $54.66
JD-624G 2700G $84.98
A-62 3114 $48.11
JD-624H 2700H $93.05
A-64 3116 $58.39
JD-644B 2710 $77.57
A-66 3118 $76.10
JD-644C 2715 $80.40
JD-644D 2717 $83.02 FURUKAWA [ FURU ]
JD-644E 2719 $89.85 Model Code Rate
JD-644G 2719B $102.21 FL 320A 3120M $107.56
JD-644H 2719H $109.57 FL 330 3120S $117.33
644J 2719J $121.73 HOUGH [ HOUG ]
JD-710B w/ backhoe 2720 $57.77 Model Code Rate
JD-710C w/ backhoe 2721 $64.19
H65C 3578 $74.76
JD-710D w/ backhoe 2722 $69.95
H-90E 3884 $129.46
JD-710D 4WD w/ backhoe 2722D $71.83
H-100C 3954 $152.19
710G 2722G $74.29
JD-744H 2723 $149.15 INTERNATIONAL [ INTL ]
744J 2723J $176.20 Model Code Rate
JD-844 2725 $143.56 260A 2260 $34.17
260A w/ backhoe 2270 DRESSER [ DRES ] $35.78
270A w/ backhoe 2280 $39.42 Model Code Rate
280A w/ backhoe 2285 $48.45
510B 2310 $44.08
510C 2310C $58.89 J C B [ JCB ]
515B 3517 $57.24 Model Code Rate
515C 3517C $69.67 214S w/ backhoe 4430 $47.36
520B 3519 $66.20 215S w/ backhoe 4435 $52.04
520C 3519C $83.04 217S w/ backhoe 4440 $55.23
530 3520 $92.79 3C 1550 2WD w/ hoe 4448 $33.81
530C 3520C $101.22 3D 1700 4WD w/ hoe 4450 $45.17
540 3530 $127.69 1400B w/ backhoe 4455 $38.30
550 3540 $127.73 1550B w/ backhoe 4457 $43.85
1600B w/ backhoe 4458 $50.49 FIAT-ALLIS [ F-A ]
1700B w/ backhoe 4459 $51.51 Model Code Rate
545B 3042 $54.06 KAWASAKI [ KAWA ]
745C 3046 $106.08 Model Code Rate
FR 10 3049H $57.15 60Z IV 4300 $65.06
FR 10B 3049I $62.20 65Z IV 4310 $72.67
FR 20 3050 $120.09 KSS 80Z II 4330 $93.32
FR 30 3051 $157.00 80Z III 4335 $108.55
FR 20B 3051B $133.66 80Z IV 4340 $110.54
19 85Z IV 4345 $138.75 TEREX [ TERX ]
90Z III 4350 $153.60 Model Code Rate
90Z IV 4355 $157.55 70C 7938 $136.12
95Z IV-2 4360 $202.29 72-61 8036 $167.12
KOMATSU [ KOMA ] 72-71B 8055 $218.07
Model Code Rate 72-81 8080 $258.02
W 120-3 4520 $109.04 VOLVO-MICHIGAN-EUCLID [ VME ]
W 180-1 4525 $154.56 Model Code Rate
WA 200-1 4536 $61.64 175B 6186 $137.36
WA 250-1 4537 $84.39 175C 6186C $157.67
WA 300-1 4538 $80.44 275B 6330 $175.02
WA 320-1 4539 $98.79 275C 6330C $210.63
WA 350-1 4540 $94.99 L-70C 9570C $71.01
WA 380-1 4541 $117.70 L-90 9575 $85.14
WA 380-3 4541C $117.74 L-120 9595 $110.50
WA 400-1 4542 $113.29 L-120C 9595C $114.48
WA 420-3 4543C $135.36 L-150C 9598C $142.59
WA 450-1 4544 $140.82 L-160 9600 $148.56
WA 450-2 4544B $158.57 L-180C 9602C $160.39
WA 450-3 4544C $161.07 L-190 9605 $172.73
WA 470-1 4545 $154.71 L-250G 9606G $261.94
WA 500-1 4546 $187.01
WA 600-1 4550 $275.29 LEADS, PILE DRIVING [ LEADS ]
WB 140-2 4WD 4700 $49.83
WB 150-2 4WD 4710 $57.44 DELAY FACTOR = 0.47 OVERTIME FACTOR = 0.60 MASSEY FERGUSON [ M-F ] FIXED [ FIXD ]
Model Code Rate Includes headblock, taper top, tip sled and connector, foot yoke, MF 44C foot yoke sheave, intermediate flights, and all attachments and 5143 $58.25 accessories. Rated in accordance with height of the lead measured MF 50H Series S 5150 $34.51 in meters ( linear feet)
MF 50H Series S, 4WD 5152 $35.18 OVER TO Code Rate
MF 50HX Series S 5154 $37.22 0 16.8 (55) (w/o spotter) 0100 $20.47 MF 50HX Series S, 4WD 5156 $38.06 16.8 (55) 32.0 (105) (w/o spotter) 0200 $26.09 MF 55C 5170 $74.78 over 32.0 (105) (w/o spotter) 0300 $32.68 MF 60 w/ backhoe 5171 $36.52 0 16.8 (55) (w/ spotter) 1100 $34.62 MF 60H Series S w/ hoe 5172 $39.40 16.8 (55) 32.0 (105) (w/ spotter) 1200 $41.31 MF 66C 5174 $95.55 over 32.0 (105) (w/ spotter) 1300 $48.96 MF 80 w/ backhoe 5182 $52.16 SWINGING [ SWNG ]
MF 88 5184 $151.71
Includes headblock, taper top, tip sled and connector, foot yoke, 640 6000 $34.70 foot yoke sheave, intermediate flights, and all attachments and 650 6010 $37.18 accessories. Rated in accordance with the height of the lead measured in meters (linear feet).

NEW HOLLAND [ NHND ] OVER TO Code Rate
Model Code Rate 0 16.8 (55) (w/o spotter) 0400 $13.57
545D 0100 $33.27 16.8 (55) 32.0 (105) (w/o spotter) 0500 $18.89 575E w/ backhoe 0110 $46.88 over 32.0 (105) (w/o spotter) 0600 $25.48 655D w/ backhoe 0120 $42.16 0 16.8 (55) (w/ spotter) 1400 $27.72 655E w/ backhoe 0130 $50.48 16.8 (55) 32.0 (105) (w/ spotter) 1500 $34.10 675D 4WD w/ backhoe 0140 $48.69 over 32.0 (105) (w/ spotter) 1600 $41.76 675E 4WD w/ backhoe 0150 $57.73
20 Metal form, all heights paving, per 3.0 m 0390 $0.04 NON-OPERATED EQUIPMENT (DAILY [ NONOP ] (Metal form, all heights paving, per 10 lf) RATES) Scaffolding, 1.5 m section, per section 0410 $0.54 DELAY FACTOR = 0.56 OVERTIME FACTOR = 1.00 (Scaffolding, 5' section, per section) Note various units for different items. The following allowance is entered on Scaffolding, 3.0 m section, per section 0420 $1.20 the extra work bill by using the (unit listed x number of days) in the hours (Scaffolding, 10' section, per section) worked column. The following list is limited to items with long estimated Scaffolding, 4.6 m section, per section $1.59 lives. Additional traffic related items such as cones and barricades, are still 0430 listed under TRAFC in this publication. Other non-operated items with short (Scaffolding, 15' section, per section) estimated lives should be treated as materials and should not be "rented". Non Scaffolding, bottom/top section, per 1.5 m 0440 $0.75 rented items are 1) intended to be job specific (amortized over the life of the section (per 5 ft section) project) and 2) have an estimated life measured by number of uses rather than a length of time. Scaffolding, 2.1 m high, rolling 0450 $1.13 (Scaffolding, 7' high, rolling)
MISCELLANEOUS [ MISC ] Scaffolding, spider staging, plus air 0460 $24.06 Model Code Rate compressor
Shoring, 1.1 m deep x 2235 mm wide, per Casing, 450 mm dia, per 0.3 m (Casing, 18" 0120 $0.04 0510 $1.24 section (Shoring,3.5' deep x 88" wide dia, per lf)
trench, per section) Casing, 650 mm dia, per 0.3 m (Casing, 26" 0130 $0.06 Shoring, 1.2 m deep x 3.7 m wide box, per dia, per lf) 0515 $11.38

7.3 m (Shoring, 4' deepx12' wide trench Casing, 900 mm dia, per 0.3 m (Casing, 36" 0140 $0.09 box, per 24') dia, per lf) Shoring, 1.5 m deep x 2235 mm wide, per 0520 $1.30 Casing, 1800 mm dia, per 0.3 m (Casing, 0150 $0.21 section (Shoring, 5' deep x 88" wide trench, 72" dia, per lf) per section) Casing, 2400 mm dia, per 0.3 m (Casing, 0160 $0.26 Shoring, 2.1 m deep x 1397 mm wide, per 0530 $1.15 96" dia, per lf) section (Shoring, 7' deep x 55" wide trench, Casing, 2700 mm dia, per 0.3 m (Casing, 0170 $0.29 per section) 108" dia, per lf) Shoring, 2.1 m deep x 2235 mm wide, per 0540 $1.38 Casing, 3000 mm dia, per 0.3 m (Casing, 0180 $0.39 section (Shoring, 7' deepx88" wide trench, 120" dia, per lf) per section)
Pile, all depths "H" pile, per 45.0 kg (Pile, 0190 $0.04 Shoring, 2.4 m deep x 4.6 m wide, per 3.0 m 0550 $9.39 all depths "H" pile, per hundred-weight) (Shoring, 8' deepx15' wide trench box, per Pipe, 250-300 mm dia, per 0.3 m (Pipe, 10- 0200 $0.02 10') 12" dia, per lf) Shoring, 2.4 m deep x 2.4 m max width, per 0560 $18.51 Plate, 22 mm thick, per 9.3 sm (Plate, 7/8" 0210 $1.24 7.3 m(8' deep x 8' max width trench box, thick, per 100 sf) per 24' )
Plate, 25 mm thick, per 9.3 sm (Plate, 1" 0220 $1.42 Shoring, 3.0 m deep x 2.4 m max box, per 0570 $16.62 thick, per 100 sf) 4.9 m (Shoring, 10' deepx8' max trench box, per 16') Plate, 38 mm thick, per 9.3 sm (Plate, 1.5" 0230 $2.12 thick, per 100 sf) Shoring, 3.0 m deep x 2.4 m max box, per 0580 $23.12

7.3 m (Shoring, 10' deepx8' max trench
SCAFFOLDING, SHORING, [ SSFW ] box, per 24')
FALSEWORK Wood, 50 mm x255 mm, per 30.5 m (Wood, 0605 $0.16 Model Code Rate 2"x10", per 100 lf)
Wood, 50 mm x305 mm, per 30.5 m (Wood, 0610 $0.20 Metal form, 1.8 m x3.0 m, per 14.6 m 0310 $43.23 2"x12", per 100 lf) (Metal form, 6x10 box culvert, per 48 lf) Wood, 100mm x100mm, per 30.5 m (Wood, 0615 $0.13 Metal form, 2.4 m x3.7 m, per 15.2 m 0320 $47.91 4"x4", per 100 lf) (Metal form, 8x12 box culvert, per 50 lf) Wood, 100 mm x150 mm, per 30.5 m 0620 $0.19 Metal form, 2.1 m x4.3 m, per 15.2 m 0330 $52.65 (Wood, 4"x6", per 100 lf) (Metal form, 7x14 box culvert, per 50 lf) Wood, 100 mm x205 mm, per 30.5 m 0625 $0.27 Metal form, type 25 barrier, per 3.0 m 0340 $2.63 (Wood, 4"x8", per 100 lf) (Metal form, type 25 barrier, per 10 lf) Wood, 100 mm x305 mm, per 30.5 m 0630 $0.41 Metal form, type 26 barrier, per 3.0 m 0350 $2.78 (Wood, 4"x12", per 100 lf) (Metal form, type 26 barrier, per 10 lf) Wood, 150 mm x305 mm, per 30.5 m 0635 $0.68 Metal form, type 27 barrier, per 3.0 m 0360 $2.40 (Wood, 6"x12", per 100 lf) (Metal form, type 27 barrier, per 10 lf) Wood, 150 mm x455 mm, per 30.5 m 0640 $1.09 Metal form, type 50 barrier, per 3.0 m 0370 $2.59 (Wood, 6"x18", per 100 lf) (Metal form, type 50 barrier, per 10 lf) Wood, 205 mm x405 mm, per 30.5 m 0645 $1.34 Metal form, 1.8 m x 3.7 m girder panel, per 0380 $0.16 (Wood, 8"x16", per 100 lf) 0.1 sm ( 6x12 girder panel, per sf) Wood, 305 mm x455 mm, per 30.5 m 0650 $1.51
(Wood, 8"x18", per 100 lf)
21 Wood, 305 mm x305 mm, per 30.5 m 0655 $1.31 PAVEMENT GRINDERS, TUNGSTEN- (Wood, 12"x12", per 100 lf) [ PGT-C ] CARBIDE BITS Wood form, type 27 barrier, per 2.4 m 0660 $0.28 (Wood form, type 27 barrier, per 8 lf) DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.90 Wide flange beam, all depths, per 45 kg 0670 $0.04 Includes water(but not water truck or trailer), coolant, cutting compounds and (Wide flange beam, all depths, per hundred all attachments and accessories. Replacement bits or tips are included in the wt.) rates listed below.

TANK [ TANK ] BARBER-GREENE [ B-G ]
Model Code Rate Model Code Rate
Tank, metal, 0-2270 liters (0-600 gallons) 0710 $0.74 RX-20 0100 $170.30 Tank, metal, 2270-4540 liters (600-1200 0720 $1.00 RX-30 0105 $270.33 gal) RX-40B 0110 $312.30
Tank, metal, 4540-9840 liters (1200-2600 0730 $2.49 RX-50 0115 $367.37 gal)
RX-80B 0120 $609.53 Tank, metal, 22 710 liters (6000 gallons) 0740 $5.01 Tank, metal, 28 390 liters (7500 gallons) 0750 $6.29 CATERPILLAR [ CAT ] Tank, metal, 30 280 liters ( 8000 gallons) 0760 $6.66 Model Code Rate Tank, metal, 37 850 liters (10000 gallons) 0770 $7.39 PM-800 0200 $476.22 [ TRAF ] PR-105 $83.67 TRAFFIC SAFETY 0201
PR-275 0205 $228.09 Model Code Rate
PR-450 0210 $332.09 Crash cushion barrel, filled, each 0810 $1.21 PR-750 0215 $483.50 K-rail, temporary concrete barrier, per 6.1 0820 $0.48 m (20 lf) PR-750B 0216 $507.69
PR-1000 0220 $664.50
PAVEMENT GRINDERS, DIAMOND [ PGDIA ]
BLADES C.M.I. [ CMI ]
DELAY FACTOR = 0.09 OVERTIME FACTOR = 0.92 Model Code Rate Includes water(but not water truck or trailer), coolant, cutting compounds and PR-275 RT 0150 $216.57 all attachments and accessories. Replacement blades are included in the rates PR-375 $275.53 listed below. 0155 PR-450 0160 $315.56
CONCUT [ CCUT ] PR-525 0165 $338.74
Model Code Rate PR-500FL 0170 $371.87
BC-38 (136 blades) 0500 $174.43 PR-750 0175 $466.27
BC-244 (187 blades) 0505 $216.60 PR-800-7 0177 $510.03
BC-1268 (48 blades) 0510 $67.40 PR-1000 0180 $563.40
CUSHION CUT [ CUCT ] INGERSOLL-RAND [ I-R ]
Model Code Rate Model Code Rate
HG-130A (127 blades) 0600 $167.98 MW-175 0280 $94.99
PC-390(171 blades) 0610 $259.53 MW-250 0285 $102.95
PENHALL [ PENH ] MW-250C 0286 $124.10
Model Code Rate MT-6520 (crawler) 0300 $306.81
MW-6520 0305 $221.98 G-38 (172 blades) 0800 $329.49
MW-6520HC 0310 $283.42
TARGET [ TARG ] MT-7000 0315 $387.58
Model Code Rate
CG-65 (41 blades) 0900 $104.05
PRM-3804 (170 blades) 0905 $362.37
22 WIRTGEN [ WIRT ] ROLLERS, TANDEM STEEL WHEELS [ ROL-2 ] Model Code Rate
300VC 0380 $37.15 DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.91 1000VC 0390 $142.00 Includes all attachments and accessories. 1900DC 0395 $327.83 BOMAG [ BMAG ]
2000VC 0400 $318.64 Model Code Rate
2100VC 0402 $411.15 BW-4AS 1150 $22.82
2200VC 0405 $534.51 BW-6AS 1155 $24.38
3500VC 0410 $547.07 BW-10AS 1160 $41.43
4200VC 0420 $564.50 BW-12AS 1165 $42.18
PUMPS, WATER HOSE [ PUMWA ] DRESSER [ DRES ]
Model Code Rate
DELAY FACTOR = 0.36 OVERTIME FACTOR = 0.68 S3-5B 2500 $29.80 Centrifugal and diaphragm types (including submersibles). Rate includes power (gas, diesel or electric generator), 7.6 meters(25 lineal feet) of suction S8-12A 2520 $39.37 hose, 15.2 meters (50 lineal feet) of discharge hose, foot valve and all fittings, S10-14A 2525 $40.11 attachments and accessories.

FERGUSON [ FERG ] A PUMP [ APMP ]
Model Code Rate Listed by Mfr's rated capacity measured in thousands of liters per minute (thousands of gallons per hour) at 3.0 meters (10 feet) of 3-5 ton 4048 $18.16 suction head. 3-5A 4048A $19.30
OVER TO Code Rate 4-6A 4142A $19.44
0 0.6 (10) 000-010 $3.30 5-8 ton 4236 $43.17

0.6 (10) 1.3 (20) 010-020 $5.01 5-8A 4240 $33.35

1.3 (20) 1.9 (30) 020-030 $6.05 8-12 ton 4424 $34.47

1.9 (30) 3.2 (50) 030-050 $21.50 8-12B 4424B $36.68

3.2 (50) 7.9 (125) 050-125 $25.73 8-12A 4430 $34.30

7.9 (125) 15.8 (250) 125-250 $30.56 10-14 ton 4450 $35.34 INLET-SUCTION HOSE [ INHS ] 10-14A 4455 $34.81
Additional 7.6 meter (25 foot) lengths of suction hose shall be paid 10-14B 4455B $37.22 based on the inside hose diameter in millimeters (inches).

GALION [ GALN ] OVER TO Code Rate
0 60 (2.5) Model Code Rate 0-2.5 $0.07
4-6 ton roll-o-static 60 (2.5) 80 (3) $0.13 4650 $28.42 2.5-3.5 S4-6A, S4-6B 80 (3) 100 (4) $30.88 3.5-4 $0.18 4670
5-8 ton roll-o-static 100 (4) 150 (6) 4-6 $0.29 4800 $33.11 S5-8A 4820 $35.81
OUTLET-DISCHARGE HOSE [ OUHS ] 8-10.5 ton roll-o-static 4988 $33.74 Additional 15.2 meter (50 foot) lengths of discharge hose shall be S8-10.5A 5000 $36.48 paid based on the inside hose diameter in millimeters (inches).

OVER TO Code Rate 8-12 ton roll-o-static 5176 $34.04
S8-12A $37.11 0 60 (2.5) 0-2.5 $0.05 5190
60 (2.5) 90 (3.5) 2.5-3.5 $0.10 HYSTER [ HYST ]
90 (3.5) 100 (4) 3.5-4 $0.15 Model Code Rate
100 (4) 150 (6) 4-6 $0.20 C 330A 3-5 ton 6520 $30.65
C 330B 3-5 ton (Hypac) 6520B $24.04
C 330A 4-6 ton 6525 $31.95
C 330B 4-6 ton (Hypac) 6526 $26.09
C 340A 5-8 ton 6530 $37.22
C 340A 8-10 ton 6540 $37.76
C 340B 5-8 ton 6545 $33.58
23 C 340C 5-8 ton (Hypac) 6546 $36.07 HYSTER [ HYST ]
C 340B 8-10 ton 6548 $34.27 Model Code Rate
C 340C 8-10 ton (Hypac) 6549 $36.53 C 530A 5401 $37.99
C 350B 8-12 ton 6710 $38.62 C 550A 5494 $42.53
C 350B 10-14 ton 6740 $39.10
C 350C 8-12 ton 6750 $35.50 ROLLER-TAMPING, SEGMENTED, [ ROTAM ] SHEEPSFOOT, SELF PROPELLED C 350C 10-14 ton 6755 $36.18 C 350D 8-12 ton 6757 $36.92 DELAY FACTOR = 0.10 OVERTIME FACTOR = 0.92 Includes all attachments and accessories.

INGRAM [ INGM ]
BUFFALO-BOMAG [ B-B ] Model Code Rate
4-6 ton FB 6900 $23.31 Model Code Rate
5-6.5 ton FB K 300 $74.56 6965 $24.80 1630
8-12 ton HB K 301 $34.46 1635 $84.41 7175
10-14 ton HB K 401 $100.76 7275 $35.05 1638
REXNORD [ RXND ] CATERPILLAR [ CAT ]
Model Code Rate Model Code Rate
3-5 ton 815 8566 $22.15 2300 $88.08
4-6 ton 815B 8572 $22.71 2310 $131.25
5-8 ton 815F $50.02 2320 $143.28 8578
7-10 ton 825B 8584 $50.21 2500 $147.56
8-12 ton 825C $50.55 $194.42 8590 2510
10-14 ton 835 8596 $50.88 2700 $187.32
[ RAGO ] ROLLERS, RUBBER TIRE, SELF RAYGO
[ ROLRT ]
PROPELLED Model Code Rate
30 6490 $73.04 DELAY FACTOR = 0.16 OVERTIME FACTOR = 0.86 Includes all attachments and accessories. 45 6500 $110.82 RAM PAK 45 6505 $119.10 BUFFALO-BOMAG [ B-B ]
Model Code Rate REXNORD [ RXND ]
BW 20R 2624 $37.21 Model Code Rate
3-30 7120 $88.12 CATERPILLAR [ CAT ]
3-35 PACTOR 7127 $108.90
Model Code Rate 3-45 PACTOR 7130 $138.60
PS 110 3460 $38.78 3-50, 3-50A PACTOR 7140 $153.07
PS 130 3465 $38.21 3-55, 3-55B PACTOR 7150 $186.00
PS 180 3470 $40.35
PS 200B 3480 $50.85
DYNAPAC [ DYPC ]
Model Code Rate
CP 15 3500 $37.21
CP 21 3510 $46.44
CP 27 3520 $59.66
GALION [ GALN ]
Model Code Rate
3500 4310 $37.81
P 3000 4315 $35.02
P 3500A 4320 $38.41
24 ROLLERS-TAMPING, SEGMENTED, CASE [ CASE ] [ ROTAT ]
SHEEPSFOOT, TOWED Model Code Rate
DELAY FACTOR = 0.45 OVERTIME FACTOR = 0.63 50B 2228 $6.83 Includes all attachments and accessories. Listed by drum dimensions in W 251 2400 $22.65 millimeters (feet) in either direction. The first digit is the diameter and the 252, W 252 second digit is the length of each drum. 2405 $29.16 752, W 752 2450 $51.33
SINGLE DRUM UNIT [ ADRU ] 1102, W 1102 2500 $67.22
Model Code Rate 1102D, W 1102D 2505 $68.74
1220 mm x1220 mm (4'X4') & under 4X4 $1.92 602D 2510 $46.24 over 1220 mm (4') - not over 1520 mm (5') 4X5 $2.17 752B 2520 $54.18 over 1520 mm (5') 5 $3.93
CATERPILLAR [ CAT ]
DOUBLE DRUM UNIT [ DDRU ] Model Code Rate
Model Code Rate CB 54 7000 $92.50
1220 mm x1220 mm (4'X4') & under, each 4X4 $4.63 CS 56 7020 $101.66 over 1220 mm (4') - not over 1520 mm (5'), 4X5 $14.02 CB 64 7400 $107.47 each
CB 214 8025 $28.26
over 1520 mm (5'), each 5 $25.85
CB 214B 8026 $29.44
ROLLERS, VIBRATORY, SELF [ ROVIB ] CB 224 8030 $29.33
PROPELLED CB 224B 8031 $31.25
DELAY FACTOR = 0.17 OVERTIME FACTOR = 0.85 CB 224C 8031C $32.02 Includes all attachments and accessories. CB 224E 8031E $34.72 BUFFALO-BOMAG [ B-B ] CB 314 8035 $30.97
CP 323 padfoot drum 8040 $50.40 Model Code Rate
CS 323 smooth drum 8042 $48.75 BW 210 2060 $57.56
CB 414 8045 $48.59 BW 210A 2070 $59.51
CS 431 8050 $44.92 BW 213 2080 $58.64
CS 431B 8051 $61.17 BW 214 2090 $60.34
CP 433 padfoot drum 8055 $51.20
BOMAG [ BMAG ] CP 433B padfoot drum 8056 $67.30
Model Code Rate CP 433E 8056E $82.13
BW 35 0700 $6.30 CS 433 smooth drum 8060 $51.23
BW 60, 60S 0800 $9.58 CS 433B smooth drum 8061 $64.44
BW 65, 65S 0900 $6.69 CB 434 8062 $56.27
BW 75, 75S 1000 $10.71 CB 434D 8062D $69.01
BW 85T 1200 $19.02 CB 514 8065 $61.60
BW 90 1300 $12.40 CB 534 8067 $78.93
BW 100AD-3 1325C $31.63 CB 534C 8067C $77.59
BW 120AD 1350 $32.02 CB 534D OR XW 8067D $98.54
BW 142PD 1359 $37.57 CS 551 8070 $85.45
BW 151AD 1365 $54.13 CP 553 padfoot drum 8075 $90.08
BW 170AD, D 1380 $46.99 CS 553 smooth drum 8080 $86.63
BW 172AD, D 1385 $47.45 CP 563 padfoot drum 8082 $92.89 BW 202AD 1400 $74.03 CS 563 smooth drum 8083 $89.15
CS 563C BROS [ BROS ] 8083C $94.71
CB 614 8085 $96.10 Model Code Rate
CB 634 8095 $95.02 VM 255 2023 $47.65
CB 634C 8095C $96.44 VM 268, VM 268H 2024 $58.73
VM 278 2025 $89.09
25 DYNAPAC [ DYPC ] HYSTER [ HYST ]
Model Code Rate Model Code Rate
LR 90 2401 $13.48 C 612B 3450 $52.77
A 36V, A 36D 2405 $32.59 C 610A 3500 $39.20
CA 12 2409A $42.74 C 610B 3540 $51.04
CA 12D 2409B $36.91 C 615B 3562 $53.11
CA 12PD 2409E $37.38 C 617B 3563 $53.61
CA 12PDB strikeoff blade 2409H $35.73 C 620B 3566 $52.52 CA 15 2410 $57.04 C 625B 3570 $54.19
CA 15A 2420 $50.78 C 627B 3572 $54.86
CA 15D 2421 $60.42 C 727A 3572E $76.61
CA 20D 2422 $49.97 C 748A (Hypac/Hyster) 3572F $33.81
CA 15PD 2425 $51.56 C 766A 3572G $68.31
CA 25 2430 $73.23 C 766B (Hypac/Hyster) 3572H $82.02
CA 25S 2440 $71.47 C 850A 3572J $81.09
CA 25A, CA 25D 2450 $76.16 C 850B (Hypac/Hyster) 3572K $95.52 CA 25PD 2455 $78.97 C 852A 3572N $86.47
CA 25T 2460 $65.54 C 852B (Hypac/Hyster) 3572P $98.93
CA 30 2462 $77.31 C 860A 3572S $85.20
CA 30D 2464 $81.70 C 860B (Hypac/Hyster) 3572T $93.48
CA 51S, CA 51D 2466 $96.49 INGERSOLL-RAND [ I-R ]
CA 55D 2468 $99.29 Model Code Rate
CA 151PDB 2469 $71.38
DD 22 3565 $37.47
CC 10, CC 10 series II 2470 $29.12
DD 23 3570 $27.77
CC 10A 2472 $25.16
DD 24 3572 $36.80
CC 102 2472C $31.41
DA 30 3573 $29.21
CC 12 2472E $31.96
DD 35 3573C $30.66
CC 14 2473 $46.02
DA 40 3573E $52.60
CC 21 2474 $47.99
DA 41 3573G $54.90
CC 21 II 2474B $51.02
DD 34HF 3573HF $45.53
CC 211 2474C $59.11
DA 48 3573M $72.78
CC 42 II Dynatronic 2475 $76.99
DA 50 3574 $73.75
CC 42A 2476 $75.95
DD 65 3574A $57.67
CC 50 2482 $82.80
DF 84 3574B $120.18
CC 50A 2488 $94.48
DS 84 3574C $117.00
CC 50PD 2488E $147.92
DD 90 3574D $79.71
CC 50S 2489 $139.95
DD 110 3574F $88.24
DD 18 2498 $11.55
DD 130 3574H $117.00
300V 2499E $15.02
DD 145 3574J $100.25
2100V 2499H $14.32
SPA 56 3810 $57.13
ESSICK [ ESIK ] SP 48 3880 $55.05
Model Code Rate SP 48DD 3885 $56.61
VR 30RE 2700 $8.83 SPF 48 3890 $58.86
VR 42RE 2820 $22.54 SPF 48B 3892 $60.04
V 30WR, V 30W2-R 2902 $9.59 SP 54 4000 $55.89
SP 54DD 4005 $57.85
SPA 54 4010 $56.76
SPF 54 4020 $61.94
SP 56 4030 $65.64
26 SP 56DD 4035 $68.46 RAYGO [ RAGO ]
SP 56DH 4037 $92.29 Model Code Rate
SPF 56 4040 $70.29
1-36 REBEL 4805 $13.29
SPF 56B 4050 $73.13
2-36 ROMPER 4810 $29.03
SPF 56DH 4080 $93.75
2-66 RANGER 4820 $75.03
SPF 56DHB 4090 $97.55
2-84 RANGER 4830 $103.77
SP 60 4100 $116.24
220A RASCAL 4840 $43.87
SP 84 4105 $96.96
320A RASCAL 4876 $53.05
SP 60DD 4110 $137.93
320S RASCAL 4890 $50.38
SPF 60 4120 $142.49
400A RASCAL 5010 $52.67
SPF 60B 4130 $150.28
404B RUSTLER 5110 $57.91
SPF 60C 4132 $130.96
410A RASCAL 5150 $56.16
SPF 84 4133 $98.63
600A RASCAL 5220 $70.93
SPF 84B 4134 $102.98
4000 RASCAL 5235 $76.89
SD 40D 4138 $50.73
4200 RASCAL 5236 $82.73
SD 40F w/ blade 4138FB $52.21
4404 RUSTLER 5236E $30.71
SD 70 4139 $58.03
SD 100 4140 $74.53 RAMMAX [ RAMX ]
SD 100D 4140D $89.79 Model Code Rate
SD 100F 4140F $90.33 P 33/24 4605 $17.68
SD 115D 4141D $110.68 P 33/24 w/ remote 4606 $16.99
SD 150D 4143D $119.32 P 51 4625 $67.48
S 51 [ KOBO ] 4630 $34.75 KOEHRING-BOMAG
P 47 5290 $34.00 Model Code Rate
BW 120AC SAKAI 4168E $31.56 [ SAKI ]
BW 120AD 4169 $31.99 Model Code Rate
BW 121AD 4193 $28.71 SV 70 8025 $53.19
BW 130AD 4193E $33.78 SV 70D 8026 $55.48
BW 140AD 4194 $52.39 SV 91 8050 $79.33
BW 141AC 4194B $52.26 SV 91D 8051 $81.26
BW 141AD 4194E $47.28 SV 200D 8060 $40.53
BW 142D 4194H $36.21 TAMPO [ TAMP ]
BW 172 4212 $44.66 Model Code Rate
BW 172D 4212E $47.19
RP 16D (HD) 5990 $50.78
BW 213D 4237 $74.39
RP 28D 5995 $67.69
BW 214D 4238 $91.48
RP 48D 6110 $87.34
BW 215D 4240 $89.90
RP 58D 6115 $80.65
BW 217D 4242 $113.16
RS 16 (HD) 6170 $47.97
BW 220D 4250 $84.23
RS16A (HD) 6180 $49.88
MIKASA [ MIKA ] RS 16D (HD) 6185 $50.37
Model Code Rate RS 28C 6315 $63.67
MDR 7DW 4404 $7.83 RS 28D 6320 $64.86
MDR 9G 4405 $11.31 RS 58D 6327 $79.22
MDR T38S 4407 $7.97 RS 156A 6340 $53.29
MRV 10GA 4409 $12.80 RS 166A 6350 $69.84
RS 188A 6370 $88.68
RS 210 6400 $69.12
27 WACKER [ WACK ] SHOVELS & CRANES, TRUCK MOUNTED [ S&CTK ] Model Code Rate
R 900 7850 $19.49 DELAY FACTOR = 0.22 OVERTIME FACTOR = 0.82 Includes truck/carrier. Includes all attachments and accessories when used as a R 1000 7855 $31.35 crane, clamshell, dragline or for pile driving (leads and driving equipment not W 55T 7860 $10.06 included).

W 74L, W 74T 7880 $9.94 AMERICAN HOIST & DERRICK [ AMHD ] W 74 7890 $9.61 Model Code Rate
W 75 7900 $10.04
5470 1015 $105.68
WDH 84 7910 $14.04
5530 1080 $185.16
WDH 86-110 7912 $17.65
7450 1130 $100.54
WHK 90, WHK 90L 7915 $17.18
7460 1140 $144.48
SHOVELS & CRANES CRAWLER [ S&CCL ] 7530 1170 $161.85
8460 1178 $206.29
DELAY FACTOR = 0.19 OVERTIME FACTOR = 0.85 8470 1179 $330.09 Includes all attachments and accessories when used as a crane, clamshell, LINK-BELT dragline or for pile driving (not including leads or driving equipment). [ L-B ] Model Code Rate LINK-BELT [ L-B ]
HC 48A 4332 $62.67
Model Code Rate
HC 108B 4960 $74.84
LS 78 4702 $63.23 HC 108C 4970 $111.63
LS 78 pipeliner 4724 $65.17 HC 138 4992 $82.14
LS 98 4826 $70.99 HC 138A 4995 $177.95
LS 98 pipeliner 4852 $76.95 HC 218 5050 $107.05
LS 98A 4924 $72.04 HC 218A 5051 $176.97
LS 108B 4980 $81.01 HC 228H 5054 $220.14
LS 108D 4981 $106.44 HC 238A, 238B 5065 $181.53
LS 118 4998 $116.10
P&H LS 218H [ P&H ] 5010 $194.13
LS 318 5012 $116.00 Model Code Rate
LS 338 5020 $126.85 440 TC 7240 $79.25
LS 518 5124 $187.07 650A TC 7720 $111.69
670 TC 7790 $115.13 MANITOWOC [ MTWC ]
790 TC 7880 $106.57
Model Code Rate
8115A TC 7950 $146.38
222EX (WEST) 5600 $233.97
2900 WC 5764 $102.60 SANBLASTING EQUIPMENT [ SANBL ]
3000 W 5812 $126.83
3900B (100 ton) 6036 $168.77 DELAY FACTOR = 0.52 OVERTIME FACTOR = 0.53 3900 W VICON series 2 6132 $226.21 Includes helmets, gauntlets, 30.5 meters(100 feet) of hose, pot, all control valves, nozzles and other attachments and accessories. Rated in accordance 4000 W VICON 6180 $203.52 with the capacity of the pot measured in kilograms(pounds)of sand. 4100 W VICON series 1 6196 $310.14 REMOTE CONTROL ONLY [ REMC ] 4100 W VICON series 2 6198 $319.15
OVER TO Code Rate 4600 VICON series 1 6328 $467.79
45 (100) 159 (350) 010-035 $1.67 4600 VICON series 3 6332 $525.88 159 (350) 272 (600) 035-060 $2.21
P&H [ P&H ] 272 (600) 454 (1000) 060-100 $2.24
Model Code Rate 454 (1000) 680 (1500) 100-150 $2.81
535 7716 $101.58 680 (1500) 907 (2000) 150-200 $3.13
550 7748 $107.43
670 WLC 7892 $126.19
28 627E non push-pull 1772 $216.57 SAWS, CHAIN AND EARTH AUGER [ SAWCH ] ATTACHMENT 627E push-pull 1773 $220.98
631C 67M5012 serial 2170 $173.66
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.87 631D 2180 $216.42 Hand held type, one or two man, gas, air or electric powered including all attachments and accessories. Blades, chains and tips shall be paid separately. 631E 2185 $238.47 Saws which cost less than $500 are considered minor tools and are no longer 633C non cushion hitch 2305 $169.38 listed. Rated in accordance with Mfr's kilowatts (horsepower). 633C cushion hitch 2315 $169.14
SAWS [ SAW ] 633C 66M693 serial 2320 $178.75
Model Code Rate 633D 2330 $225.63
>3.7 (5 ) 30 amps @ 120V 5-HP $2.49 637 cushion, non-push-pull 2375 $255.47 637 non-cushion, push-pull 2410 $257.58 SAWS, CONCRETE AND MASONRY [ SAWCO ] 637D non push-pull 2460 $313.80
637D push-pull 2470 $317.47 DELAY FACTOR = 0.16 OVERTIME FACTOR = 0.84 Self powered gas, air or electric powered. Includes water ( but not water truck 639D 2475 $326.53 or trailer), coolant, cutting compounds and all attachments and accessories. 637E 2476 $344.62 Saw blades or abrasive discs shall be paid in accordance with the following sawkerf codes. 637E push-pull 2477 $349.65
641B non cushion hitch 2620 $215.42 SINGLE & MULTI-BLADE [ ABOP ] 641B cushion hitch 2655 $255.62
OPERATION 651B non cushion hitch 2935 $260.82 Listed in accordance with Mfr's rated kilowatts (horsepower). 651B cushion hitch OVER TO Code Rate 2970 $263.10
651E 2975 $327.88 0 7.5 (10) 0-10 $3.06
657B non cushion, non p-p 3360 $411.20 7.5 (10) 14.9 (20) 10-20 $6.82 657B cushion, push-pull 3370 $417.22 14.9 (20) 24.6 (33) 20-33 $13.54 657E non push-pull 3375 $489.91 24.6 (33) 33.6 (45) 33-45 $15.61 657E push-pull 3380 $507.52 33.6 (45) 48.5 (65) 45-65 $18.99 660B 3470 $241.15
BLADE SAWKERF [ ABSK ] 666B 3600 $382.29
The following allowance is entered on the extra work bill by using the length x depth per blade. JOHN DEERE [ DEER ]
UNITS Code Rate Model Code Rate
Rate /blade/ 30.5 m (100 lin ft) / 25 mm 100'/IN $18.00 JD 760A 3845 $61.25 (inch) depth JD 762 3860 $76.05
Rate/blade/ 0.3 m (lin ft) / 25 mm (inch) LF-INDE $0.18 JD 762A 3865 $79.97 depth JD 762B 3866 $94.27
SCRAPERS, SELF PROPELLED [ SCRSP ] JD 860A 3920 $90.23
JD 860B 3930 $94.76
DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.88 JD 862 3940 $112.79 Includes all attachments and accessories. JD 862B 3942 $138.76 CATERPILLAR [ CAT ] INTERNATIONAL [ INTL ]
Model Code Rate Model Code Rate
613 1395 $61.69 412B 5631 $77.13
613B 1400 $69.56 431B 5637 $150.43
613C 1402 $87.42 433B 5643 $218.52
615 1415 $120.36
615C 1416 $131.70
621B cushion hitch 1680 $152.76
623B 1700 $157.82
623E 1702 $187.75
623F 1703 $197.09
627B push pull 1770 $202.04
29 D-4E direct drive [ TERX ] 2660 $36.29 TEREX
D-4E power shift 2665 $37.49 Model Code Rate
D-4H 2670 $47.30
S 11EB 8245 $61.55
D-4H LGP 2675 $47.31
S 23E 33TOT-H-93SH, elev 8250 $145.60
D-4H Series II 2680 $48.41
S 24 49LOT-76SH serial 8260 $185.74
D-4E SA 2772 $43.69
S 24B 023-024 serial 8270 $225.98
D-4E LGP power shift 2780 $37.68
S 24C 8275 $246.34
D-4E LGP direct drive 2782 $37.68
WABCO [ WAB ] D-4G XL 2790XL $44.06
Model Code Rate D-5 3194 $49.60
101F 8570 $70.28 D-5B power shift 3206 $52.60
101G 8575 $71.53 D-5B SA 3325 $57.16
111A 8640 $67.12 D-5B LGP 3345 $55.09
222G 8700 $131.78 D-5C 3346 $46.91
222H 8704 $149.37 D-5H 3347 $63.00
D-5H Series II 3348 $66.67
TRACTORS, CRAWLER [ TRACC ] D-5H LGP 3350 $65.82
D-6C direct drive 3645 $64.19
DELAY FACTOR = 0.15 OVERTIME FACTOR = 0.87 D-6C power shift 3688 $64.79 Includes all attachments and accessories such as dozer blade and power control blocks when needed, but does not include backhoe, winch or ripper units listed D-6C LGP 3710 $67.14 elsewhere in this schedule. D-6D 3720 $74.68
CASE [ CASE ] D-6D SA 3725 $83.66
Model Code Rate D-6D LGP 3730 $75.14
350 D-6H $84.79 1820 $28.15 3732
350B D-6H Series II 1825 $30.05 3733 $89.04
450 D-6H LGP 1868 $24.44 3735 $89.03
450B D-6M LGP 1869 $27.95 3745 $83.12
450C D-6N XL 1869E $31.42 3755 $85.71
475 D-6R DS $94.51 1870 $40.68 3800
550 D-6R XL 3815 $99.21 2000 $32.83
650 $38.74 D-7G 4180 $112.77 2100
850 D-7G LGP $32.88 4200 $108.93 2128
850B D-7G SA 2130 $35.64 4210 $118.89
850C D-7H 2135 $39.16 4215 $116.31
850D D-7H Series II $41.39 $125.02 2140 4216
1150B D-7H LGP 2250 $49.38 4220 $122.33
1150C D-8K 2255 $54.52 4858 $148.65
1150D D-8L $56.11 4862 $179.29 2257
1150E D-8L SA 2258 $58.13 4863 $192.97
D-8N 4864 $161.35
CATERPILLAR [ CAT ]
D-8R 4870 $177.81
Model Code Rate D-8T 4880 $223.16
D-3 2340 $28.55 D-9H 5160 $197.63
D-3B 2345 $31.68 D-9L 5165 $237.49
D-3 LGP 2350 $29.15 D-9N 5170 $203.81
D-3B LGP 2355 $32.84 D-9R 5175 $239.31
D-3B SA 2370 $35.28 D-10 5220 $364.33
D-3C 2380 $33.68 D-10N 5225 $295.23
D4C Series III 2450 $43.27 D-10R 5227 $329.98
D-4D 2655 $34.44 D-11N 5230 $461.13
30 JOHN DEERE [ DEER ] FD 40 6061E $241.78
Model Code Rate KOMATSU [ KOMA ]
JD 350C 5360 $31.36 Model Code Rate
JD 350D 5365 $35.10 D 21P-6 7965 $34.31
JD 400G 5405 $29.73 D 31A-16 7970 $29.98
JD 450C 5474 $31.71 D 31A-17 7972 $33.01
JD 450D 5476 $32.94 D 31E-17 7976 $34.36
JD 450E 5478 $33.39 D 31E-18 7977 $36.59
JD 450G 5479 $36.32 D 31P-16 7980 $30.34
JD 450J LT/LGP 5479J $44.71 D 31P-17 7981 $33.69
JD 550 5480 $35.83 D 31P-17B 7981E $35.32
JD 550A 5481 $38.83 D 58E-1 8003 $66.86
JD 550B 5483 $37.66 D 58P-1 8003H $74.27
JD 550G 5484 $42.39 D 65E-6 8070 $77.07
JD 650G 5484A $47.44 D 65E-7, E-8 8072 $86.15
JD 650H LGP 5484H $51.10 D 65P-6 8080 $79.62
JD 750 5485 $56.12 D 65P-7 / D 65P-8 8082 $89.39
JD 750B 5486 $61.56 D 68P-1 8083 $98.54
JD 750 LGP 5487 $58.86 D 68E-1 8085 $93.70
JD 750B LGP 5488 $74.95 D 83E-1 8087 $114.85
JD 850 5490 $73.36 D 83P-1 8088 $116.14
JD 850B 5491 $84.57 D 85P-18 8090 $123.88
JD 850 LGP 5492 $77.79 D 85A-18 8114 $107.67
JD 850B LGP 5495 $91.26 D 85E-12 8120 $94.24
DRESSER [ DRES ] D 85E-18 8140 $117.33
D 135A-1 8150 $150.77 Model Code Rate
D 155A-1 8160 $174.56 TD 7E 9100 $32.66
D 155A-2 8161 $174.13 TD 7G 9102 $36.34
D 375A-1 8175 $277.17 TD 8E 9105 $39.86
D 375A-2 8176 $308.96 TD 8G 9107 $42.94
D 455A-1 8180 $340.12 TD 12 9110 $57.41
D 475A-2 8186 $484.52 TD 12 LGP 9115 $65.58
TD 15C 9120 $81.26 TRACTORS, HEAVY [ TRACH ]
TD 15E 9122 $98.73
TD 15C LGP 9125 $78.60 DELAY FACTOR = 0.15 OVERTIME FACTOR = 0.87 TD 20E 9130 $108.46 Includes all attachments and accessories such as dozer blade, power control units and push blocks, when needed, but does not include backhoe, winch or TD 20G 9135 $132.36 ripper units listed elsewhere in this schedule.

TD 20G LGP 9137 $139.47
CATERPILLAR [ CAT ] TD 25E 9139 $154.21
TD 25G Model Code Rate 9140 $192.64
814 1400 $103.98
FIAT-ALLIS [ F-A ]
814B 1410 $153.73
Model Code Rate 824B 1720 $167.92
10C 6043 $63.67 824C 1730 $206.38
10C LGP 6044 $64.50 834B 2010 $311.89
14C 6048 $80.25
FD 20 6056 $115.08
21C 6060 $132.70
FD 30 6060E $155.68
31 6061 $210.98
31 TRACTORS, RUBBER TIRE, FLASHING ARROW SIGN [ FLAS ] [ TRACS ] INDUSTRIAL, FARM & SKID STEER Including supplies, replacements and servicing.

Model Code Rate DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89 Roof mounted RM $0.92

37.3 kW (50 HP) OR LESS [ <50 ] Trailer mounted TM $3.18 Including, but not limited to the following:

Bobcat--440B, 443B, 450, 453, 542B, 543B, 553, 742B, 743B, TRAFFIC CONTROL & SAFETY DEVICES [ TRAFC ] 753, 763, 773, 1840, 7753 (DAILY RATES)
Case-- 1818, 1825, 1835C, 1838
DELAY FACTOR = 0.72 OVERTIME FACTOR = 1.00 Deere-- 3375, 4475, 5200, 5575, 6675, 7775 Ford-- L250, L454, L455, L553, L555, L781 Includes supplies and servicing. The following allowance is entered on the extra work by using days instead of hours worked. Crash cushion barrels and Gehl-- SL3310, SL3410, SL3725, SL3825, SL4525, SL4625 K-rail sections are now listed with Non-Operated items[NONOP]. Hydra-Mac-- 1300, 1600, 1700D JCB-- 165Robot, 165Robot Ser II (1) BARRICADES [ 1BAR ] Massey-Ferguson-- MF30E
Mahto-- LS70, LS75, L933 (A) 750 mm to 900 mm high & 600 mm to 900 mm wide (30 to 36 Mustang-- 920, 920E, 921, 930A, 930AE, 940, 940E, 910, 911, inches high & 24 to 36 inches wide) 2040 (B) 1500 mm high by 1200 mm wide min. (60" high by 48" wide New Holland-- 1220, 1320, 1620, 1920, 2120, 3415, 3930, L250, min.) L255, L465, LX465, LX485, L565, LX565, LX665 Model Code Rate Ramrod-- 230B, 300B, 584B, 784B, 550, 750, 1350, 1550 each with flasher A1 $0.51 Thomas-- T-82, T-83, T-83S, T-103, T-132, T-133, T-133S each without flasher Trak-- 1300HD, 1300C, 1300CX, 1500C A2 $0.26 Model Code Rate each B3 $1.16
with loader or dozer A $25.35 (2) TRAFFIC CONES [ 2TC ] auger, w/ or w/o loader or dozer B $25.79 Lost or destroyed are no longer paid on invoice. backhoe, w/ or w/o loader or dozer C $27.42 Model Code Rate OVER 37.3 kW (50 HP) [ >50 ] 450 mm (18") high, per 100 A100 $9.26 700 mm (28") high, per 100 Including, but not limited to the following: B100 $16.07 Bobcat-- 853, 863, 873, 943, 953, 980 700 mm (28") high w/ refl sleeve, per 100 D100 $24.90 Case-- 1845C 1,050 mm (42") high w/ refl sleeve, per 100 E100 $41.41 Deere-- 5300, 5400, 6200, 6300, 6400, 8875 Ford-- L783, L785, 250C, 260C (3) PORTABLE DELINEATOR [ 3DEL ] Gehl-- SL5625, SL6625, SL6635
Hydra-Mac-- 1850, 2650, 2650D Lost or destroyed are no longer paid on invoice.

JCB-- 185Robot Model Code Rate
Massey-Ferguson-- MF40E, MF50EX per 100 100 $26.36
Mustang-- 960, 2060
New Holland-- 4630, 5030, 5640, 6640, 7740, 7840, 8240, 8340, (4) ILLUMINATED SIGNS [ 4SIG ] L865, LX865, LX885, 345D, 545D
Ramrod-- 1750, 1950 Model Code Rate
Thomas-- T-173HL, T-173HLS, T173HLS II, T-203HD, T- incl 900 mm x900 mm (3'x3') sign & 12V $6.45 233HD batteries
Trak-- 1700HD, 1700C, 1700CX, 1700XHP
Model Code Rate (5) FLASHING BEACON [ 5BEA ]
with loader or dozer A $34.04 Model Code Rate
auger, w/ or w/o loader or dozer B $34.61 portable 12 volt 12V $6.58 backhoe, w/ or w/o loader or dozer C $36.30 (6) FLAG/SIGN STAND [ 6FSS ] TRAFFIC CONTROL & SAFETY DEVICES [ TRAFA ] Model Code Rate (HOURLY RATES) incl sign, stand & 3 flags EACH $2.97
DELAY FACTOR = 0.36 OVERTIME FACTOR = 0.70 (7) DELINEATOR DRUM [ 7DDR ] CHANGEABLE MESSAGE SIGN [ CMSN ] Model Code Rate
Model Code Rate Del. drum w/ base per 100 100 $65.69
Generator GEN1 $14.29
Generator w/ cell remote GEN2 $15.63
Solar SOL1 $10.40
Solar w/ cell remote SOL2 $11.75
32 TRAILERS, EQUIPMENT, LOW BED [ TRAIL ] TRENCHING MACHINES [ TRENC ] DELAY FACTOR = 0.43 OVERTIME FACTOR = 0.65 DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.90 Includes all attachments and accessories related to hauling. The rates cover Includes all attachments and accessories. When used, tungsten carbide tips drop deck type with and without folding/removable gooseneck or oscillating shall be replaced by separate invoice. trunion. Pilot vehicles are extra. Listed in accordance with number of axles and tires per axle. Includes jeeps, booster axles, and dollies. All loads shall be BOBCAT [ BCAT ] hauled legally or within Caltrans Permit Policy.

Model Code Rate
LOW BED A [ LB-A ] T 116 2000 $12.07
2 axle T 135 2010 $27.89
Model Code Rate T 136 2020 $28.21
4 Tires per axle 100 $15.29 T 208 2030 $6.26
8 Tires per axle 200 $19.28 3022 2040 $28.66
LOW BED B [ LB-B ] CASE [ CASE ]
3 axle Model Code Rate
Model Code Rate
TL 70 9051 $5.08
4 Tires per axle 300 $20.53
TL 100 9053 $7.32
8 Tires per axle 400 $23.80
TL 120 9055 $8.83
LOW BED C [ LB-C ] TL 200 9070 $9.00
4 axle 16+4 9120 $13.09
Model Code Rate 25+4 9170 $18.13
4 Tires per axle 500 $32.93 25 + 4 XP 9171 $22.98
8 Tires per axle 600 $40.86 30+4 standard 9224 $25.66
LOW BED D [ LB-D ] DH 4 9255 $34.43
DH 4B 6 axle 9256 $37.79
Model Code Rate DH 5 9257 $33.27
8 Tires per axle 700 $65.46 DH 5 QUAD 9259 $34.24
DH 7 9261 $39.34
TRAILERS, EQUIPMENT, TILT BED [ TRAIT ] 360 9263 $27.73 ROAD RUNNER 380 9277 $37.44
DELAY FACTOR = 0.43 OVERTIME FACTOR = 0.65 TF 300 9374 $17.37 Includes all attachments and accessories related to hauling. Pilot vehicles are extra. Listed in accordance with the Mfr's rated capacity in tonnes(tons). TF 700 9398 $23.21 TF 800 9405 $30.17
TILT BED 1 AXLE [ TB-1 ] TF 1000 9460 $35.34
OVER TO Code Rate 760 9465 $36.64
0 1.8 (2) 00-02 $0.81
DITCH WITCH [ D-W ] 1.8 (2) 3.6 (4) 02-04 $0.87
Model Code Rate
TILT BED 2 AXLES [ TB-2 ]
R 30 5390 $23.43
OVER TO Code Rate R 36D 5400 $28.93

3.6 (4) 5.4 (6) 04-06 $1.44 R 40 5432 $30.45

7.3 (8) 9.1 (10) 08-10 $4.48 R 65 5556 $31.23

9.1 (10) 10.9 (12) 10-12 $5.16 R 100 5565 $76.60

10.9 (12) 12.7 (14) 12-14 $5.81 V 30 5618 $22.28

12.7 (14) 14.5 (16) 14-16 $6.45 1410 5620 $9.15

14.5 (16) 16.3 (18) 16-18 $6.24 1420 5625 $9.81

16.3 (18) 18.1 (20) 18-20 $6.02 1500 5630 $6.79

18.1 (20) 20.0 (22) 20-22 $6.90 1620 5635 $12.79

20.0 (22) 22.7 (25) 22-25 $6.71 1810 5640 $13.15
2020 5645 $16.56
33 2200 5650 $15.62 TRUCK, TRUCK TRAILERS, EXCL. [ TRUCK ] 2300 5660 $23.55 DUMP TRUCKS & EQPT TRAIL 2310 5662 $24.75
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.88 3210 5670 $26.90 Includes all attachments and accessories related to hauling, with and without 3210 Combo 5675 $27.76 trailers as needed. Includes water trucks, freight trucks and passenger vehicles, including 4wd option. Listed by Mfr's Gross Vehicle Weight in 3500 5676 $31.72 Kilograms(pounds). For tractor-trailer units, the gross vehicle weight of the 4010 5677 $40.51 cargo carrying unit or units will control. In the case of water trucks, the tank capacity expressed in kilograms (pounds) of water plus 20%, will determine 4010 Combo 5678 $31.60 the gross vehicle weight. For attachment allowance, see attachment class. 5010 5679 $31.56
TRUCKS [ T&TT ]
6510 5680 $37.73
OVER TO Code Rate 6510 Combo 5685 $40.77
CARS , LIGHT TRUCKS 00-06 $25.14
MIDMARK [ MDMK ] 3175 (7000) 5443 (12000) No small 06-12 $28.46 Model Code Rate pickups
300 A 7945 $23.24 5443 (12000) 9072 (20000) 12-20 $36.92 321 7950 $24.49 9072 (20000) 12701(28000) 20-28 $39.12
400 A 7955 $29.74 12701 (28000) 16330 (36000) 28-36 $44.60 440 7960 $37.51 16330 (36000) 21773 (48000) 36-48 $59.78 21773 (48000) 27216 (60000) 48-60 $65.72
VERMEER [ VERM ]
27216(60000) & Over 60 $73.97
Model Code Rate
CC-135 8350 $83.11 TRUCKS, OFF-HIGHWAY [ TRUOF ]
M 220 8380 $15.49
M 455 / M455A 8480 $36.82 DELAY FACTOR = 0.22 OVERTIME FACTOR = 0.80 M 475 8570 $39.02 Includes all attachments and accessories. Includes end dump, belly dump and earthmover types. Listed in accordance with Mfr's rated capacity in tonnes M 475A 8571 $44.09 (tons). In the case of earthmover types, rated by Mfr's volumetric capacity, a factor of 1.4 tonnes per cubic meter (1-1/2 tons per cubic yard) of struck M 485 8580 $42.86 capacity shall be used.

M 495 8585 $69.11
TRUCK OFF-HIGHWAY [ TRU ] T 300B, T 300A 8718 $24.08
T 400C, T 400B, T 400A $52.85 OVER TO Code Rate 8781
T 600D, C, B, A 9.1 (10) 13.6 (15) 8842 $76.29 10-15 $45.39 T 650 16.3 (18) 20.0 (22) 8843 $128.83 18-22 $81.39
T 800B, T 800A, T800 20.0 (22) 24.5 (27) 8870 $122.38 22-27 $101.51 T 800C 24.5 (27) 29.0 (32) 8871 $133.47 27-32 $116.15
T 850 29.0 (32) 36.3 (40) 8875 $237.82 32-40 $157.46
V 430 36.3 (40) 49.9 (55) $232.71 8950 $27.52 40-55
V 430A 49.9 (55) 60.8 (67) 8951 $30.95 55-67 $261.52
V 434 / M 434 9000 $26.53
V 440 9015 $29.54
V 450 9017 $35.03
V 454 9020 $30.30
V 1550 9025 $14.49
34 WELDING EQUIPMENT [ WELD ] TRUCKS, DUMP, ON-HIGHWAY [ TRUON ] DELAY FACTOR = 0.20 OVERTIME FACTOR = 0.83 DELAY FACTOR = 0.18 OVERTIME FACTOR = 0.83 Includes all end dump, side dump and belly dump types; including all ARC WELDING MACHINES [ AWM ] attachments and accessories.

Diesel, gas or electric powered. Includes helmets, holders, cable TRUCK ON-HIGHWAY [ TRUN ] and all attachments and accessories. Rate capacity in amps.

OVER TO Code Rate Model Code Rate
0 250 0-250 $5.14 2 axles 2AXL $50.64
250 500 250-500 $9.86 3 axles 3AXL $66.97
over 500 500 $10.41 4 axles 4AXL $75.98
5 axles 5AXL $84.36
GAS WELDING OUTFIT [ GWO ]
Includes regulator, 7.6 meters (25 feet) of hose, torch, goggles, lighter and attachments and accessories. Gas and rod shall be paid separately.

Model Code Rate
ALL ALL $0.29
35 1390 Norman Avenue
Santa Clara, CA 95054
Fax: 408/970-9975
Lic. No. 245215

ANDERSON PACIFIC
Engineering Construction, Inc.

January 18, 2022
City of Salinas
Department of Water, Waste and Energy
Attention: Brian Frus, Senior Engineer
Re: Lake Street Emergency Sewer Repair- Asphalt Concrete Restoration Mr. Frus:

Please find below the cost proposal and attached limits for asphalt concrete restoration for the Lake Street Emergency Sewer Repair.

Please note this proposal is based off drawings provided by Wallace Group, site reconnaissance and infield/ Zoom meeting design discussions with the City and the Design Engineer. The following line items break down the effort to restore the street:

Existing PCC Demo and Removal: $38,228.79
Existing AC Demo and Removal: $50,073.00
Aggregate Base Installation (8”): $51,895.90
HMA Restoration (4.5”): $101,575.37
Fixture Adjustment to Finish Grade: $13,337.94
TOTAL: $255,111.00
If you have any questions, please contact me at (408)-316-7986.

Sincerely,
Michael P. Gossett
Michael Gossett
Project Manager

Agreement for Services v. January 2021 Page 1 of 9
Anderson Pacific
April, 2021

AMENDED AND RESTATED AGREEMENT FOR SERVICES BETWEEN

THE CITY OF SALINAS AND ANDERSON PACIFIC ENGINEERING,

CONSTRUCTION, INC
East Lake Street Emergency Repair Work
THIS AMENDED AND RESTATED AGREEMENT is executed this 15th day of November, 2022, (“Agreement” or “Contract”) between the City of Salinas, a California Charter city and municipal corporation (hereinafter “City”) and Anderson Pacific Engineering Construction, Inc, a California Corporation (Hereinafter “Contractor”).

WHEREAS, the City operates and maintains a sanitary sewer system which runs throughout the city and provides a service necessary to maintain the health, safety, and welfare of the public; and
WHEREAS, a wastewater backup and release of raw sewage recently occurred from a City sewer main located in the “Chinatown” area; and
WHEREAS, subsequent inspection and investigation indicated that the cause of the backup and release of raw sewage was due to the failure in the connections on nearly five hundred (500) feet of aging sewer pipe running the length of East Lake Street; and WHEREAS, City engineering and maintenance staff have determined from their inspections and investigations and ongoing maintenance of this sewer pipe that it is highly likely another piping failure and release of raw sewage will occur in the immediate future; and WHEREAS, if this section of sewer pipe is not immediately repaired and the piping fails resulting in the additional release of raw sewage, the public’s health, safety, and welfare will be adversely affected.

WHEREAS, the City and Contractor first entered into an Agreement for Professional Services effective April 28, 2021, pursuant to which Contractor agreed to act as and provide certain services to the City for compensation (the “Agreement”); and WHEREAS, the City and Contractor amended the Agreement on June 11, 2021 to reflect a term extension to December 31, 2021; and
WHEREAS, the City and Contractor amended the Agreement on December 14, 2021 to reflect an increase in compensation of (two million six hundred and fifty thousand dollars) $2.65 million and a term extension to February 28, 2022; and
WHEREAS, the City and Contractor amended the Agreement on March 22, 2022 to reflect an increase in compensation of (one million one hundred thousand dollars) $1.1 million and a term extension to June 30, 2022; and
Agreement for Services v. January 2021 Page 2 of 9
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April, 2021
WHEREAS, the Agreement term expired on June 30, 2022; and WHEREAS, the City and Contractor desire an Amended and Restated the Agreement to reflect a decrease in compensation of (seventy nine thousand five hundred dollars) $79,500.

IT IS HEREBY MUTUALLY AGREED AS FOLLOWS:

1. Scope. Contractor hereby agrees to provide to the City, as the scope of services under this Agreement, the following services: Provide and install approximately 460 feet of sanitary sewer main piping with associated manholes and lateral connections. Provide and maintain perimeter fencing and an operable by-pass line for the duration of the project. Scope of work is further discussed in Engineers Plans and Specifications dated April 14, 2021, Attachment C and Contractor’s Proposal dated April 21, 2021, Attachment D.

2. Timeliness. Contractor shall perform all tasks in a timely fashion, as set forth more specifically in Section 3 below. Failure to so perform is hereby deemed a material breach of this Agreement, and City may terminate this Agreement with no further liability hereunder, or the city may agree in writing with Contractor to an extension of time.

3. Term. The work under this Agreement shall commence May 3, 2021 and shall be completed by June 30, 2023 unless City grants a written extension of time as set forth in Section 2 above.

4. Payment. City agrees to pay and Contractor agrees to accept as full and fair consideration for the performance of this Agreement the not to exceed sum of Four Million Five Hundred Eighty-seven Thousand Eight Hundred and Sixty-two Dollars ($4,587,862). Of which Two Hundred Fifty-five Thousand One Hundred and Eleven Dollars $255,111 shall be paid on a fixed not to exceed basis for AC Paving restoration work more fully described in Contractor proposal, Attachment D and the balance of Four Million Three Hundred Thirty-two Thousand Seven Hundred and Fifty-one Dollars $4,332,751, on a time and material not to exceed basis, according to hourly rates and materials and as summarized on Daily Extra Work Reports furnished during execution, as more fully described in Contractors fee schedule, Attachment D.

5. Meet & Confer. Contractor agrees to meet and confer with City or its agents or employees with regard to services as set forth herein as may be required by City to insure timely and adequate performance of this Agreement.

6. Insurance. Contractor shall procure and maintain for the duration of this Agreement insurance meeting the requirements specified in Attachment A hereto.

7. Indemnification. Contractor shall hold harmless, defend at its own expense, and indemnify City and its officers, officials, employees, agents, and volunteers from and against all liability, claims, damages, losses, and/or expenses including reasonable City attorney fees arising from all acts or omissions of Contractor or its officers, agents, or employees arising out of the performance of the work under this Contract, caused in whole or in part by any negligent act or omission of the Contractor, any subcontractor, anyone directly or indirectly employed by any of Agreement for Services v. January 2021 Page 3 of 9
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April, 2021
them, or anyone for whose acts any of them may be liable, except where caused by the active negligence, sole negligence or willful misconduct of the City.

8. Licensing. Contractor warrants that it is properly licensed to perform the work specified under this Agreement, including but not limited to possession of a current City business license.

9. Termination. City may terminate this Agreement upon ten days’ written notice. The amount of damages, if any, as a result of such termination may be decided by negotiations between the parties or before a court of competent jurisdiction.

10. Agency. In performing the services specified under this Agreement, Contractor is hereby deemed to be an independent contractor and not an agent or employee of City.

11. Non-Assignability. The rights and obligations of Contractor hereunder are not assignable and cannot be delegated without written consent of City.

12. Entire Agreement. This Agreement constitutes the entire Agreement between the parties hereto and supersedes any and all prior agreements, whether oral or written, relating to the subject matter thereof. Any modification of the Agreement will be effective only if it is in writing signed by both parties hereto.

13. Validity. If any provision in this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions will continue in full force without being impaired or invalidated in any way.

14. Counterparts. This Agreement may be executed in multiple originals, each of which is deemed to be an original, and may be signed in counterparts.

15. Laws. Contractor agrees that in the performance of this Agreement it will comply with all applicable State, Federal and local laws and regulations. This Agreement shall be governed by and construed in accordance with the laws of the State of California, County of Monterey, and City of Salinas. The City’s Labor Compliance policy shall be adhered to by Contractor throughout the duration of this job and/or as required by State law as stipulated in Attachment B.

Agreement for Services v. January 2021 Page 4 of 9
Anderson Pacific
April, 2021
IN WITNESS WHEREOF, this Agreement is entered into by the parties hereto on the day and year first written above.

CITY OF SALINAS
__________________________________
Steve Carrigan
City Manager
APPROVED AS TO FORM:
_________________________________
Christopher A. Callihan, City Attorney, or
Rhonda Combs, Assistant City Attorney

CONTRACTOR
___________________________________
By (Printed Name):___________________
Its (Title):___________________________
Agreement for Services v. January 2021 Page 5 of 9
Anderson Pacific
April, 2021
Attachment A
Insurance Requirements
Contractor shall procure and maintain for the duration of the contract, and for three years thereafter, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his/her/its officers, agents, representatives, employees, and/or subcontractors.

MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:

1. Commercial General Liability (“CGL”): Insurance Services Office (“ISO”) Form CG 00 01 covering CGL on an occurrence basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO Form CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.

2. Automobile Liability: ISO Form CA 0001 covering Code 1 (any auto), with limits no less than $1,000,000 per accident for bodily injury and property damage.

3. Workers’ Compensation: as required by the State of California, with Statutory Limits, and Employers’ Liability insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.

4. Contractors’ Pollution Legal Liability and/or Asbestos Legal Liability and/or Errors and Omissions (if project involves environmental hazards): with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate, on an annual basis.

If the Contractor maintains broader coverage and/or higher limits than the minimums shown above, the Contractor requires and shall be entitled to the broader coverage and/or higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

Self-Insured Retentions
Self-insured retentions must be declared to and approved by the City. At the option of the City, either: the Contractor shall cause the insurer shall to reduce or eliminate such self-insured retentions as respects the City, its officers, officials, employees, and volunteers; or the Contractor shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration, and defense expenses. The policy language shall provide, or be endorsed to provide, that the self-insured retention may be satisfied by either the named insured or City.

Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:

1. The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by Agreement for Services v. January 2021 Page 6 of 9
Anderson Pacific
April, 2021
or on behalf of the Contractor. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used).

2. For any claims related to this project, the Contractor’s insurance coverage shall be primary insurance coverage at least as broad as ISO CG 20 01 04 13 as respects the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.

3. Each insurance policy required by this clause shall provide that coverage shall not be canceled, except with notice to the City.

4. A copy of the claims reporting requirements must be submitted by Contractor to the City.

5. If the services involve lead-based paint or asbestos identification/remediation, the Contractor’s Pollution Liability policy shall not contain lead-based paint or asbestos exclusions. If the services involve mold identification/remediation, the Contractor’s Pollution Liability policy shall not contain a mold exclusion, and the definition of Pollution shall include microbial matter, including mold.

Acceptability of Insurers
Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best rating of no less than A: VII, unless otherwise acceptable to the City.

Waiver of Subrogation
Contractor hereby agrees to waive rights of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the City for all work performed by the Contractor, its employees, agents and subcontractors.

Verification of Coverage
Contractor shall furnish the City with original Certificates of Insurance including an additional insured endorsement and all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to City before work begins.

However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time.

Subcontractors
Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage subcontractors shall provide coverage with a form at least as broad as CG 20 38 04 13.

Maintenance of Insurance
Maintenance of insurance by Contractor as specified shall in no way be interpreted as relieving Agreement for Services v. January 2021 Page 7 of 9
Anderson Pacific
April, 2021
Contractor of its indemnification obligations or any responsibility whatsoever and the Contractor may carry, at its own expense, such additional insurance as it deems necessary.

Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.

Surety Bonds
Contractor shall provide the following Surety Bonds:

1. Payment bond

2. Performance bond

3. Maintenance bond
The Payment Bond and the Performance Bond shall be in a sum equal to the contract price. If the Performance Bond provides for a one-year warranty, a separate Maintenance Bond is not necessary. If the warranty period specified in the contract is for longer than one year a Maintenance Bond equal to 10% of the contract price is required. Bonds shall be duly executed by a responsible corporate surety, authorized to issue such bonds in the State of California and secured through an authorized agent with an office in California.

If the project does not involve new or major reconstruction, at the option of the City, an Installation Floater may be acceptable. For such projects, a Property Installation Floater shall be obtained that provides for the improvement, remodel, modification, alteration, conversion or adjustment to existing buildings, structures, processes, machinery and equipment. The Property Installation Floater shall provide property damage coverage for any building, structure, machinery or equipment damaged, impaired, broken, or destroyed during the performance of the Work, including during transit, installation, and testing at the City’s site.

Agreement for Services v. January 2021 Page 8 of 9
Anderson Pacific
April, 2021
Attachment B
DEPARTMENT OF INDUSTRIAL RELATIONS’ STATE LABOR CODE
Labor Law Requirements
(CCR Title 8, Section 16421)
This public works project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations (“DIR”). All work shall be in accordance with wage scales and applicable determinations made by the Director of the DIR, as provided by Article 2, Chapter 1, Division 2, Part 7 of the Labor Code of the State of California, commencing with §1771.

Penalties for violations may be applied by the DIR pursuant to the Labor Code §1813 and §1815. The Contractor shall indemnify, hold harmless, and defend the City (with counsel reasonably approved by the City) against any claim for damages, compensation, fines, penalties, or other amounts arising out of the failure or alleged failure of any person or entity (including Contractor and its subcontractors) to pay prevailing wages as determined pursuant to Labor Code §1720, and hereby agrees to, §§1771-1774; to employ apprentices pursuant to Labor Code §1777.5 etseq., and/or to comply with the other applicable provisions of Labor Code §1720 etseq., §§1771- 1774, §1777.5 et seq., and the implementing regulations of the DIR in connection with the scope of work. This indemnification section shall survive the expiration of the Term.

The Federal and State Labor Law requirements applicable to the Agreement are composed of, but not limited, to the following items:

1. Payment of Prevailing Wage Rates: All contractors, including subcontractors, shall pay no less than the prevailing rate of wages (Labor Code §1775), including the rates for holidays and overtime work (Labor Code §§1813 and 1815), to all workers employed in the execution of the contract (Labor Code §1774), pursuant to Labor Code §§1720-1784.

The prevailing rates are those issued as wage determinations by the DIR, for each craft, classification and type of work. The current wage rate information can be found at the DIR’s website at: https://www.dir.ca.gov/oprl/DPreWageDetermination.htm.

Copies of the prevailing rate of per diem wages are on file at City’s Public Works Department (principal place of office). Contractor shall post a copy of the determination of the Director of DIR of the prevailing rate of per diem wages at each job site.

2. Apprentices: Contractor and subcontractors shall employ registered apprentices on this public works Agreement pursuant to Labor Code §1777.5. All contractors on this project (prime and subcontractors) are required to submit the Division of Apprenticeship Standards’ (“DAS”) Public Works Contract Award Information (DAS 140) form to all applicable apprenticeship committees no later than 10 days before commencing work.

Additionally, all contractors are required to request registered apprentices (DAS 142 form).

Penalties for failure to pay prevailing wages (for non-exempt projects) and failure to employ apprentices include forfeitures and debarment under Labor Code §§1775 and 1777.7.

3. Certified Payroll Records: All contractors, including subcontractors, must maintain and file certified payroll records (“CPRs”) pursuant to Labor Code §1776. Additionally, all contractors and subcontractors must furnish certified payroll records into the DIR’s Electronic Certified Payroll Reporting (“eCPRs”) database Agreement for Services v. January 2021 Page 9 of 9
Anderson Pacific
April, 2021
(https://efiling.dir.ca.gov/eCPR/pages/eCPROnlineForm.jsp). Penalties apply to Contractor and any Subcontractors for failure to do so under Labor Code §1777.

4. Subcontracting: Contractors are required to list all subcontractors hired to perform work on this public works agreement.

5. Proper Licensing/Registration: All contractors and subcontractors are required to be properly licensed, in accordance with the Provisions of Chapter 9 of Division 3 of the Business and Professions Code and subject to the requirements of §4104 of the Public Contract Code. In addition, all contractors including subcontractors must submit proof of current registration to perform public work, pursuant to Labor Code §1771.1. Contractors are required to be properly licensed and to require all subcontractors to be properly licensed. Penalties for employing workers while unlicensed under Labor Code §1021 and under the California Contractors License Law, found at Business and Professions Code §7000 et. seq.

6. Job Site Notices: Contractors are required to post all required notices (posters) on the job site in an area accessible to all workers, including subcontractors. Posters must be readable and placed in visible areas allowing workers to access the posters before, during, and after work shifts. Jobsites with multiple locations must include a portable poster board to ensure continued access to the information. Posters placed in foreman, supervisor, or employee vehicles, in an offsite job trailer, or inside a temporary restroom do not meet the posting requirement. Posters may be printed from the DIR’s website at:
http://www.dir.ca.gov/wpnodb.html.

7. Nondiscrimination in Employment – Equal Employment Opportunity (“EEO”):

Employment discrimination is prohibited, pursuant to Labor Code §1777.6, the Government Code, and Title VII of the Civil Rights Act of 1964.

8. Kickbacks Prohibited: Contractors and subcontractors are prohibited from recapturing wages illegally by accepting or extracting “kickbacks” from employee wages pursuant to Labor Code §1778.

9. Acceptance of Fees Prohibited: Contractors and subcontractors are prohibited from accepting fees for registering any person for public work or for filling work orders on public works contracts, pursuant to Labor Code §§1779 and 1780.

10. Unfair Competition Prohibited: Contractors and subcontractors are prohibited from engaging in unfair competition as specified under Business and Professions Code §§17200 - 17208.

11. Workers’ Compensation: Contractors and subcontractors must be properly insured for Workers’ Compensation under Labor Code §1861. Contractor hereby represents that Contractor is aware of the provisions of Section 3700 of the Labor Code, which require every employee to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code, and Contractor will comply with such provisions before commencing the performance of the work of this agreement.

12. OSHA: Contractors and subcontractors must abide by the Occupational, Safety, and Health Laws and regulations that apply.

City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#22-615, Version: 1
FY 2022 CalWater Firefighter Grant Award Acceptance and Funding for the Unmanned Aerial System (UAS) Program
Approve a Resolution authorizing the City Manager or designee to accept the FY 2022 CalWater Firefighter Grant award in the amount of $29,921.45 and authorizing the Purchasing Officer to purchase a Skydio X2E drone, or similar UAS (Unmanned Aerial System).

City of Salinas Page 1 of 1 Printed on 11/9/2022
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CITY OF SALINAS

COUNCIL STAFF REPORT
DATE: NOVEMBER 15, 2022
DEPARTMENT: SALINAS FIRE DEPARTMENT
FROM: SAMUEL KLEMEK, FIRE CHIEF
TITLE: FY 2022 CAL WATER FIREFIGHTER GRANT AWARD

ACCEPTANCE AND FUNDING FOR THE UNMANNED AERIAL

SYSTEM (UAS) PROGRAM
RECOMMENDED MOTION:

A motion to approve a resolution:

1. Authorizing the City Manager or designee to accept the FY 2022 Cal Water Firefighter Grant award in the amount of $29,921.45.

2. Authorizing the Purchasing Officer to purchase a Skydio X2E drone, or similar UAS (Unmanned Aerial System).

3. Authorizing the use of fireworks surcharge funds in the amount of $ 30,078.55 toward training and equipment for the UAS program.

4. Authorizing creation of the Fire Grants Fund for recording and reporting Fire Department grants.

5. Authorizing establishment of Fire Grants Fund appropriations totaling $29,921.45 and corresponding revenue budget.

EXECUTIVE SUMMARY:

The Fire Department continues to research innovative ways to assess emergency situations safely and rapidly, while diminishing the risk to life and property. The Fire Department applied for and was awarded the California Water Firefighter Grant to procure a Skydio Unmanned Aerial System (UAS); commonly known as drone, or similar model, that fits the need of the department and that along with an established UAS program, will allow the department to enhance operational intelligence during a wide range of emergencies. The department recognizes an Unmanned Aerial System (UAS) program as an important tool and has identified the grant and fireworks surcharge funds as funding sources.

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BACKGROUND:

As an all-hazard fire department, the SFD is required to respond to all incidents involving fire, explosions, and hazardous materials incidents. Currently, Salinas Fire doesn’t own an Unmanned Aerial System (UAS) and has relied on interagency collaboration for usage during emergency situations. Having a UAS and trained personnel readily available would allow Salinas Fire to prioritize life and have an impact on total response time, minimizing the impact on resources and cost to the City and the community. With the same mission in mind, Salinas Fire applied for and was awarded the FY 2022 Cal Water Firefighter Grant in the amount of $29,921.45. The Cal Water Firefighter Grant’s objective is to provide funding directly to fire agencies for the purpose of protecting the health and safety of the public and first responder personnel against fire and firerelated hazards. The funds received from the Cal Water grant are for the purchase of a Skydio X2E UAS, or similar device. Salinas Fire will need to fund the purchase of additional equipment and training needed for the program and has identified additional funding from fireworks surcharges in the amount of $30,078.55 for a total program budget of $60,000. The funds will allow Salinas Fire to purchase its first Unmanned Aerial System(s) that will be operated and maintained within the department. In hazardous material fires, such as it was during the Taylor incident in April of 2022, time is of the essence and using any tools that accelerate response time is crucial, not only to ensure the safety of firefighters but also of the surrounding community. The Salinas Fire Department also intends to use the UAS to conduct surveys of canals and waterways during fire and floods, to not only ensure the safety of fire personnel before responding but prioritize search and rescue efforts. The UAS would enhance the operations of the entire Fire Department, another planned use for the UAS(s) would be to aid the Fire Prevention team during enforcement operations to identify illegal fireworks during the 4th of July celebrations and target threat areas.

Revenues received from fireworks surcharges in the city will be used to offset the cost of the UAS program. Salinas Fire is cognizant and respectful of privacy issues, which are addressed in law and department policy, UASs will only be utilized at locations and during situations in which Salinas Fire has legal authority to do so.

CEQA CONSIDERATION:

Not a Project. The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

STRATEGIC PLAN INITIATIVE:

Approving the proposed resolution will support the City Council’s Strategic Plan Goal of Public Safety.

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DEPARTMENTAL COORDINATION:

The Salinas Fire Department will coordinate with the Finance Department through the management of the grant and the purchasing process.

FISCAL AND SUSTAINABILITY IMPACT:

The Fire Department requests the establishment of the Cal Water Firefighter Grant fund and appropriation of $29,921.45 upon receipt of grant funds, with no matching funds required.

Additional funds requested of $30,078.55 are readily available in the General Fund Fireworks Surcharge and Administrative Citation accounts.

ATTACHMENTS:

Resolution
Cal Water Application
Skydio Quote
1 RESOLUTION NO. (N.C.S.)
FY 2022 CAL WATER FIREFIGHTER GRANT AWARD ACCEPTANCE AND

FUNDING FOR THE UNMANNED AERIAL SYSTEM (UAS) PROGRAM
WHEREAS, The Fire Department continues to research innovative ways to assess emergency situations safely and rapidly, while diminishing the risk to life and property; and, WHEREAS, The department has identified an Unmanned Aerial System (UAS) program as an important tool and wishes to fund the program; and, WHEREAS, The Cal Water Firefighter Grant’s objective is to provide funding directly to fire agencies for the purpose of protecting the health and safety of the public and first responder personnel against fire and fire-related hazards; and,
WHEREAS, The Salinas Fire Department applied for and was granted the FY 2022 Cal Water Firefighter Grant in the amount of $29,921.45, with no matching funds requirement, for the procurement of a Skydio X2E drone or similar UAS device; and WHEREAS, Salinas Fire will need to fund the purchase of additional training and equipment for the program and has identified funding from the General Fund Fireworks Surcharges and Administrative Citations accounts in the amount of $30,078.55, for a total program budget of $60,000; and,
WHEREAS, the Salinas City Council authorizes the City Manager or his designee to accept funding in the amount of $29,921.45 for the procurement of an a Skydio X2E UAS, or similar device, and further authorizes the signing of all grant acceptance documents, and the creation of a grant account; and,
WHEREAS, this authorization shall include all aspects of program operation including any amendments, extensions, renewals, or further funding for this program provided funding is made available by Cal Water.

NOW, THEREFORE, BE IT RESOLVED the Salinas City Council authorizes the City Manager or designee to accept the FY 2022 Cal Water Firefighter grant award in the amount of $29,921.45 and execute all required agreements and related documents necessary to receive the funds; and
BE IT FURTHER RESOLVED that the Purchasing Officer is hereby authorized to purchase a Skydio X2E drone, or similar UAS, at an amount not to exceed $29,921.45; and BE IT FURTHER RESOLVED that the City Council authorizes $30,078.45 to be used from the General Fund Fireworks Surcharge and Administrative Citation accounts towards the purchase of additional equipment and training; and
2 BE IT FURTHER RESOLVED that the City Council authorizes creation of the Fire Grants Fund for recording and reporting Fire Department grants; and BE IT FURTHER RESOLVED that the City Council authorizes establishment of Fire Grants Fund appropriations totaling $29,921.45 and corresponding revenue budget.

PASSED AND APPROVED this 15th day of November 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:
______________________________
Kimbley Craig, Mayor
ATTEST:

Patricia M. Barajas, City Clerk
9/9/22, 3:10 PM California Water Service
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Online Grant Application for California Water Service
Confirmation of Application Receipt:

Your proposal was successfully submitted to California Water Service. No further action on your part is required and you can expect to receive notice of your proposal's status shortly. To print a copy of this completed application go to 'File', then 'Print' on your browser toolbar. Click here to return to the homepage when you are finished.

Contact Information
Salutation
* First Name Estefania
* Last Name Vargas
* Title Management Analyst
* Address 65 W. Alisal St.
* City Salinas
* State California
* Zip/Postal Code 93901
* Telephone 8314555231
* Email Address [email protected]
Organization Information
* Legal Name City of Salinas
Official Name
* Address 200 Lincoln Ave
* City Salinas
* State California
* Zip Code 93901
President/Executive Director Steven S. Carrigan
* Phone Number 8317587201
9/9/22, 3:10 PM California Water Service
https://www.cybergrants.com/pls/cybergrants/ao_application.submit_app 2/5 * Email Address [email protected]
Website Address https://www.cityofsalinas.org
Facebook Yes
Facebook URL https://www.facebook.com/CityOfSalinas
Twitter No
Instagram Yes
Instagram Handle https://www.instagram.com/cityofsalinas Organization Detail
* Community Impact The City of Salinas has been serving Salinas residents since its incorporation in 1874. Much of the service the municipality provides is in keeping people safe through the Police Department, the Fire Department, and a Community Safety Division, which focuses on building healthier, safer neighborhoods. The City of Salinas also functions to maintain infrastructure through the Public Works Department, which ensures the safety of our roads, water systems, and other infrastructure. Much of our service is in helping things grow, whether it's neighborhoods, through our Community Development Department, the economy through our Economic Development Department, or our residents, through our Library and Community Services Department. The City of Salinas prides itself in providing 24/7 support to more than 160,000 residents. * Non-Discrimination Policy Yes, I will upload a file
Non-Discrimination Policy File Discrimination and Harassment Prevention and Complaint Policy 2018.pdf (170.69 K), uploaded by Estefania Vargas on 08/31/2022 Program Information
* Requested Cash Amount $29,921.45
* Cal Water Service Area Salinas
* Cal Water Service Area Map
* Brief description of the department The Salinas Fire Department (SFD) is responsible for protecting life, property, and the environment from the hazards of fire, explosions, and hazardous materials incidents. All members of the SFD are committed to responding to any emergency at any time and with professionalism and excellence in training to bring the situation under control. The SFD presently has six stations with plans for station seven. The men and women of the SFD are dedicated to serving the residents of Salinas at any time, in any emergency, with respect, trust, and dedication.
* Brief description of the
department's service area
Salinas Fire Department's service area includes the jurisdictional boundaries of the City of Salinas. SFD also provides and receives mutual aid to other agencies within the region when requested. The Fire Department provides a variety of response services, including structural and wildland fire suppression, advanced life support (paramedic) level emergency medical care, entrapment/extrication, and hazardous materials response at the technician level. SFD also provides non-emergent response services such as public 9/9/22, 3:10 PM California Water Service
https://www.cybergrants.com/pls/cybergrants/ao_application.submit_app 3/5 assistance. Salinas Fire Department's service area population has grown moderately with an average annual growth rate of 0.7 between 2000 and 2020. The 2020 service area population is estimated at over 160,000. Salinas City limits cover approximately 23 square miles.
* Description of the equipment,
products, or services for which the
grant would be used
Skydio X2D Color/Thermal is the ultimate UAS solution for aerial reconnaissance and situational awareness. X2D is powered by Skydio Autonomy Enterprise, an AI-driven autonomous flight engine that enables unparalleled 360° obstacle avoidance, autonomous tracking, GPS-denied navigation, and complete workflow automation. X2D is designed with a ruggedized, foldable airframe, GPS-based night flight, strobing lights in visible and IR wavelength, and a dual sensor payload with a 12MP color camera and FLIR® 320x256 thermal sensor. Built to exceed the Short-Range Reconnaissance (SRR) requirements for the U.S. Army, Skydio X2D is designed and assembled in the USA, and is compliant with the National Defense Authorization Act (NDAA).
https://www.skydio.com/fire-fighting-drones
* Description of how the equipment,
products, or services would benefit
the department and/or the
community it serves
The ultimate goal of any emergency service delivery system is to provide sufficient resources (personnel, apparatus, and equipment) to the scene of an emergency in time to take effective action to minimize the impacts of the emergency. Salinas Fire has identified the need for a Skydio drone to be used in fires, medical emergencies, and other emergency situations to which Salinas fire responds. So far this year, the Salinas Fire Department has responded to approximately 12,000 incidents that include various types of fires, medical emergencies, and hazardous material related.

The Salinas Valley is well-known for being an agricultural economic engine, home to major farms and processing facilities. In April of this year, Salinas Fire successfully managed to contain the Abbot Fire, a structural fire in one of Salinas' largest agricultural processing facilities. The processing facility housed 35,000 ammonia that threatened 37, 000 residents and 548 structures, for its potential to explode. The fire tied up all of Salinas Fire's human and capital resources as well as required mutual aid from surrounding fire agencies. In hazardous material fires, time is of the essence, and using any tools that accelerate response time is crucial, not only to ensure the safety of firefighters but also of the surrounding community. Having the Skydio drone immediately available to deploy, would have provided the Hazmat team with the ability to assess the intensity of the fire and its proximity to the ammonia tanks, from a safe distance. Having footage of the situation early on would have decreased response time, minimizing the impact on resources and, therefore, cost.

The Salinas Fire Department intends to use the drone to conduct surveys of canals and waterways during fire and floods, to not only ensure the safety of fire personnel before responding but prioritize search and rescue efforts. In Salinas' most recent hazard mitigation study, Salinas was categorized as high risk for floods due to its geographic location. Also, in Salinas, just as in the entire state of California, homelessness is one of the most challenging issues.

In June of 2022, Salinas Fire tended to a man-made fire burning near Carr Lake; a mixed terrain area composed of waterways, agricultural fields, buildings, and a dry lakebed. Oftentimes, canals, waterways, and freeway underpasses are common areas for homeless encampments. Carr Lake is home to many homeless encampments; therefore, the priority of our firefighters was to protect life. The Skydio drone would have ensured a rapid assessment of the area and prioritized search and rescue efforts or reallocated resources to combat the rapidly burning fire. 9/9/22, 3:10 PM California Water Service
https://www.cybergrants.com/pls/cybergrants/ao_application.submit_app 4/5 The Skydio drone would enhance the operations of the entire Fire Department. Another planned use for the Skydio drone would be to aid the Fire Prevention team during enforcement operations to identify illegal fireworks during the 4th of July celebrations and target threat areas. Many illegal fireworks deployed in the city are deployed from residential backyards.

Most aerial fireworks are launched one at a time and not in strings of multiple projectiles, making it extremely difficult to determine their launching point.

Additionally, many of the individuals deploying illegal fireworks, deploy sporadically, with one or two aerials launching from an apparent same location over a short period of time. The multiple people in the same area launching aerials threatened the well-being and safety of other Salinas residents. Having a Skydio drone would be of great asset to embed in the enforcement team, the drone pilot would be able to identify and vector the enforcement units to the correct location. Additionally, captured video evidence from the drone would be extremely useful in ensuring the accurate issuance of citations.
* Estimated cost of the equipment,
products, or services
$29,921.45
* Please include with your
application documentation of the
cost(s)
Drone footage.JPG (1.19 MB), uploaded by Estefania Vargas on 09/09/2022
Skydio Quote.pdf (113.02 K), uploaded by Estefania Vargas on 09/09/2022
Recognition & Engagement
Recognition Distribute a Cal Water news release about the contribution Distribute an organizational news release that highlights Cal Water’s contribution
Share Cal Water’s social media posts (Facebook, Twitter, and Instagram) about the contribution
Post on organization's social media channels about Cal Water’s contribution, and tag Cal Water
Distribute information about Cal Water’s contribution in an organizational publication
Will Cal Water be able to photograph
and/or record video of the in-person
delivery of the equipment, training,
ect. acquired through the grant fund?
Yes
Payee Information
* Payee Name City of Salinas
* Payee Address 200 Lincoln Ave
* Payee City Salinas
* Payee State California
* Payee Zip/Postal Code 93901
9/9/22, 3:10 PM California Water Service
https://www.cybergrants.com/pls/cybergrants/ao_application.submit_app 5/5 * Electronic Funds Transfer
Authorization
No
Need Support?
Terms of Service Privacy Policy
Copyright © 2022 California Water Service
Skydio’s sale of the products and services in this quote will be subject to Skydio’s standard terms and conditions, which can be found at https://www.skydio.com/legal, and transacted on an Order Form to be provided by Skydio. This quote is for Customer’s budgetary purposes only. Skydio will not accept a purchase order that purports to accept this quote or offer to purchase the products and services below without a signed Skydio Order Form.

X2E Color/Thermal 3 year
Product Product Code Quantity List Price Discount Net Price Subtotal Hardware/
Bundles
Skydio X2E Starter Kit (5GHz, Color/Thermal) (Hardware) SKYX2EKIT102NA 1 $14,499.00 $14,499.00 $14,499.00 Software Skydio Autonomy Enterprise for X2E (3-year term) SKYSAESW104 1 $5,997.00 15.00% $5,097.45 $5,097.45 Training &
Services
Skydio Academy Online - All Access (3 Year) SKYACAD101NA 12 $900.00 5.00% $855.00 $10,260.00 Hardware/Bundles Subtotal $14,499.00
Software Subtotal $5,097.45
Training & Services Subtotal $10,260.00
Estimated Shipping Total $65.00
Grand Total $29,921.45
Product Name Product Description
Skydio X2E Starter Kit (5GHz, Color/Thermal) (Hardware) Starter Kit includes one (1) Skydio X2E 5GHz vehicle, one (1) Skydio Enterprise Controller 5GHz, three (3) batteries, one (1) dual charger, one (1) spare propeller blades set, one (1) tactical soft case, one (1) admin hard case. Skydio X2E vehicle includes (a) Dual streaming Color/Thermal payload, (b) Skydio Autonomy Core software, (c) NDAA compliance, (d) Ground control via the Skydio Enterprise App, (e) two (2) 256GB SD Cards (pre-installed). Skydio Enterprise Controller includes (a) Skydio Enterprise App. Kit includes software maintenance and customer support (3- year term) and one (1) year Skydio limited warranty subject to Skydio’s warranty and support terms.

Skydio Autonomy Enterprise for X2E (3-year term)
Skydio Autonomy Enterprise for X2E includes (a) advanced autonomy functionality, (b) Software maintenance and customer support (3-year term).

Skydio Academy Online - All Access (3 Year)
Three (3) year access to all Skydio Academy online training. Includes web-based access for one (1) user to Drone Training, Software Training, Skydio Certifications, Content Updates, Recorded Webinars, and Reporting. Access may be renewed at customer's discretion at the end of the term.

Additions - Batteries, 3D Scan, Cloud - Live Streaming, In-Person Training Product Product Code Quantity List Price Discount Net Price Subtotal Hardware/
Bundles
Skydio X2 Battery SKYX2BAT100NA $369.00 $369.00
Hardware/
Bundles Skydio X2 Spare Propeller Blades Set SKYX2PRP100NA $129.00 $129.00 Software Skydio 3D Scan for X2E (1-year term) SKY3DSSW101NA $4,199.00 $4,199.00 Skydio Cloud Enterprise for Real-time Awareness (1-year term) SKYCLD102NA $2,499.00 $2,499.00 Training &
Services
Skydio X2E Blended Training SKYTRNX2E113NA $5,605.00 $5,605.00 Hardware/Bundles Subtotal $0.00
Software Subtotal $0.00
Training & Services Subtotal $0.00
Estimated Shipping Total $0.00
Grand Total $0.00
Product Name Product Description
Skydio X2 Battery
One (1) Skydio X2 battery. Includes one (1) year Skydio limited warranty subject to Skydio’s warranty and support terms.

Skydio X2 Spare Propeller Blades Set Six (6) Skydio X2 CW propeller blades, six (6) Skydio X2 CCW propeller blades Skydio 3D Scan for X2E (1-year term)
Skydio 3D Scan for X2E offers digital scan software for inspections of complex structures. It includes (a) Unlimited 3D capture photos per year, (b) Unlimited 2D capture photos (orthomosaic), (c) Software maintenance and customer support (1-year term).

Skydio Cloud Enterprise for Real-time Awareness (1-year term) Skydio Cloud Enterprise for Real-Time Awareness includes access to Skydio Fleet Manager for tracking fleet usage, Skydio Media Sync for media upload and management, and Skydio Streaming for real-time video sharing from a browser or mobile device. Includes 512GB of storage capacity per year (pooled org-wide across all licensed drones). Includes 600 streaming hours per year (pooled org-wide across all licensed drones - hours only consumed when stream is viewed by more than one viewer). (1-year term)
Skydio X2E Blended Training
A self-paced online training course on the operation of the Skydio X2E, Skydio Enterprise Controller, Skydio Enterprise App, and Skydio Autonomy Enterprise software via the Skydio LMS, followed by one (1) day of in-person flight training in the field. For up to four (4) students. Participants will receive a course completion certificate upon the successful completion of this training.Travel and lodging costs are included in this price.

City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#22-616, Version: 1
Subscription-Based ShotSpotter Gunfire Location, Alert and Analysis Service Approve a Resolution authorizing payment of $477,750 for ShotSpotter Annual Subscription Services, per the terms and conditions of the existing Agreement, for the period December 14, 2022 through December 13, 2023.

City of Salinas Page 1 of 1 Printed on 11/9/2022
powered by Legistar™
Page | 1

CITY OF SALINAS

COUNCIL STAFF REPORT
DATE: NOVEMBER 15, 2022
DEPARTMENT: SALINAS POLICE DEPARTMENT
FROM: ROBERTO FILICE, CHIEF OF POLICE
BY: TONYA ERICKSON, POLICE SERVICES ADMINISTRATOR
TITLE: PAYMENT FOR SUBSCRIPTION-BASED SHOTSPOTTER

GUNFIRE LOCATION, ALERT AND ANALYSIS SERVICE
RECOMMENDED MOTION:

A motion to approve a Resolution approving a one-year subscription agreement and authorizing payment of $477,750 for the Annual Subscription Services for ShotSpotter Gunfire Location, Alert and Analysis Service to cover the period December 14, 2022 through December 13, 2023.

RECOMMENDATION:

Staff recommends that City Council approve a Resolution approving a one-year subscription agreement and authorizing payment of $477,750 for Annual Subscription Services for ShotSpotter Gunfire Location, Alert and Analysis Service, per the terms and conditions of the existing Agreement, to cover the period December 14, 2022 through December 13, 2023.

EXECUTIVE SUMMARY:

On August 31, 2016, the City of Salinas received $5.5 million from the State of California to go directly toward anti-gang and violence prevention efforts, with $1.5 million dedicated to three years of subscription services for ShotSpotter, as well as the purchase of necessary equipment and payment of associated implementation costs. City Council accepted the funds and authorized the execution of the initial Agreement with ShotSpotter on August 30, 2016. The initial three-year subscription ended December 13, 2019, and on February 25, 2020, the City Council allocated additional funding and approved a new subscription agreement with ShotSpotter to continue services through December 13, 2020. The funds for ShotSpotter were included in the Police Department’s subsequent annual budgets, and City Council approved payments to continue services on November 17, 2020, and December 7, 2021. Funds for the ShotSpotter service were approved by City Council as part of the Police Department’s FY 2022-23 Budget, and staff is now requesting approval of payment for the Annual Subscription Services for the period December 14, 2022, through December 13, 2023, under the terms and conditions of the existing agreement.

Page | 2
BACKGROUND:

ShotSpotter Flex helps law enforcement agencies by directing police officers to the precise location of gunfire incidents within seconds of the shots being fired. ShotSpotter uses acoustic sensors placed throughout the city to identify when and where gunfire occurs. There is no video component and ShotSpotter sensors cannot record voices. The sensors are deployed to cover those areas of Salinas where gunfire is most likely to occur, based on data collection. ShotSpotter is currently used in more than 100 cities worldwide.

The goal of ShotSpotter is to reduce gun violence and save lives. The information and data gathered assists law enforcement in solving crimes and in prosecuting those individuals responsible for gun violence in the community. In 2019, there were 252 ShotSpotter alerts, with only 7.9% of alerts having a matching call for service within 3 minutes and 300 feet of the shooting location. In 2020, there were 275 ShotSpotter alerts, with only 6.1% having a matching call for service. While it remains critical for the community to call 911, the location of the gunfire can sometimes be difficult for callers to identify. Additionally, the community may be reluctant to report gunfire or a potential crime for a variety of reasons, including fear of getting involved. With the ShotSpotter service, an alert is issued within approximately 60 seconds and the alert provides a location which is accurate to within 100-feet without the need for a resident’s report or call for service. This fast and accurate alert system allows the Police Department to respond immediately to the scene to locate and provide aid to potential victims.

Funds for the ShotSpotter service were approved by City Council as part of the Police Department’s FY 2022-23 Budget, including the 5% cost increase. Staff is now requesting approval to make the $477,750 payment for the Annual Subscription Services to cover the period December 14, 2022, through December 13, 2023. Terms and conditions of the existing Agreement shall apply. ShotSpotter is in Newark, California and there are no local vendors for this service.

POLICE COMMUNITY ADVISORY COMMITTEE:

The Police Chief discussed the ShotSpotter renewal during Chief’s Report to the Police Community Advisory Committee on October 26, 2022. The Committee had no questions.

CEQA CONSIDERATION:

Not a Project. The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

STRATEGIC PLAN INITIATIVE:

Approving the proposed resolution will support the City Council’s Strategic Plan Goal of Public Safety.

Page | 3
DEPARTMENTAL COORDINATION:

The Police Department will coordinate with the Finance Department during the purchasing process.

FISCAL AND SUSTAINABILITY IMPACT:

No additional funding is being requested. Funds for this service were approved by City Council as part of the FY 2022-23 Police Department Budget and account 1000.40.4130-63.4980 will be used for payment of the $477,750 annual subscription fee.

ATTACHMENTS:

Resolution
ShotSpotter Renewal Letter and Quote
ShotSpotter Services Agreement
1 RESOLUTION NO. (N.C.S.)

RESOLUTION AUTHORIZING PAYMENT FOR SUBSCRIPTION-BASED

SHOTSPOTTER GUNFIRE LOCATION, ALERT AND ANALYSIS SERVICE WHEREAS, ShotSpotter Flex helps law enforcement agencies by directing police officers to the precise location of gunfire incidents within seconds of the shots being fired by using acoustic sensors placed throughout the city to identify when and where gunfire occurs; and WHEREAS, the City of Salinas originally entered into an agreement with ShotSpotter Flex on August 31, 2016 for the purchase of the subscription-based service and a three-year subscription; and
WHEREAS, the City of Salinas approved a new Agreement with ShotSpotter on February 25, 2020 and has since approved annual renewal payments for service through December 13, 2022; and
WHEREAS, the Salinas Police Department desires to maintain the ShotSpotter subscription-based services under the terms and conditions of the existing Agreement, with funds already approved as part of the Department’s FY 2022-23 budget.

NOW, THEREFORE, BE IT RESOLVED that the Salinas City Council approves a oneyear subscription agreement and authorizes the payment for Annual Subscription Services in the amount of $477,750 for the period December 14, 2022 through December 13, 2023 under the terms and conditions of the existing Agreement.

PASSED AND APPROVED this 15th day of November, 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:
______________________________
Kimbley Craig, Mayor
2 ATTEST:
_________________________
Patricia M. Barajas, City Clerk
ShotSpotter, Inc.
39300 Civic Center Drive, Suite 300
Fremont, CA 94538
+1 510 794 3100 main
+1 888 274 6877 toll free
www.shotspotter.com
August 16, 2022
Commander Bryan Cupak
Salinas Police Department
222 Lincoln Avenue
Salinas, CA 93901
Dear Commander Cupak:

As you may be aware, the Department’s current ShotSpotter Respond subscription expires on December 13, 2022. To that end, the attached quote SALINPD081622 is for an additional oneyear term of the current subscription (December 14, 2022 through December 13, 2023) for the

7.0 square mile coverage area.

Since the current rate for the Department’s coverage area is below our current market pricing, the attached quote includes our standard pricing adjustment (a 5% increase over the previous rate). At the end of this term, the renewal rate will include an additional pricing adjustment, so please plan accordingly for the December 14, 2023 through December 13, 2024 subscription term. This price quotation does not include any state or local taxes; please notify me if the price quotation needs to be adjusted for applicable taxes.

We appreciate the opportunity to support the Salinas Police Department in your efforts to reduce gun violence and build community trust. Should you have any questions regarding the Department’s subscription renewal, please feel free to call me at 510.298.8668.

Sincerely,
Karen Isotalo
Vice President, Sales Operations
Quotation
39300 Civic Center Dr., Suite 300 DATE 8/16/2022
Fremont, CA 94538-2337 Quotation # SALINPD081622
Phone: 888.274.6877 Fax: 650.887.2106 Customer ID Salinas PD Quotation For: Quotation valid until: 12/13/2022
Commander Bryan Cupak Prepared by: D Lashley
Salinas Police Department
222 Lincoln Avenue
Salinas, CA 93901
Comments or Special Instructions:

SALESPERSON P.O. NUMBER SHIP DATE SHIP VIA
Greene Electronic
QUANTITY (mi²) UNIT PRICE
(per mi²) TAXABLE? AMOUNT

7.0 $68,250 $477,750
SUBTOTAL $477,750

TAX RATE
SALES TAX $0
OTHER $0
TOTAL $477,750
Please indicate your acceptance of this quote by issuing a Purchase Order referencing the Quotation # above.

ShotSpotter will issue an invoice once we receive the PO.

If you have any questions concerning this quotation, please contact Karen Isotalo - Vice President, Sales Operations at 510.298.8668 or [email protected] ShotSpotter Respond Annual Subscription
Services for 12/14/2022 through 12/13/2023.

DESCRIPTION
Renewal of Annual ShotSpotter Respond (formerly Flex) Subscription Services for December 14, 2022 through December 13, 2023 for the 7.0 mi² coverage area. These services will be delivered according to the existing Flex Services Agreement dated August 31, 2016.

TERMS
Net 30
THANK YOU FOR YOUR BUSINESS!

FLEX SERVICES AGREEMENT
ShotSpotter, Inc.
7979 Gateway Blvd., Suite 210
Newark, California 94560
+1.888.274.6877
[email protected]
www.shotspotter.com
DocuSign Envelope ID: E7A8E1F9-01F4-45C3-B30F-049733054C99

FLEX SERVICES AGREEMENT
Copyright © 2020 ShotSpotter, Inc. – Confidential
All rights reserved under the copyright laws of the United States Contents

1. EXHIBITS........................................................................................................................ 1

2. DEFINITIONS.................................................................................................................. 1

3. SUBSCRIPTION SERVICES........................................................................................... 2

4. INITIAL TERM AND RENEWAL...................................................................................... 4

5. LICENSE, OWNERSHIP, AND DATA RIGHTS............................................................... 4

6. CONFIDENTIALITY AND PROPRIETARY RIGHTS ....................................................... 7

7. LIMITED WARRANTIES ................................................................................................. 9

8. CUSTOMER OBLIGATIONS..........................................................................................10

9. INTELLECTUAL PROPERTY INFRINGEMENT ............................................................11

10. INDEMNIFICATION AND LIMITATION OF LIABILITY..................................................12

11. DEFAULT AND TERMINATON; REMEDIES.................................................................12

12. NOTICES .......................................................................................................................13

13. FORCE MAJEURE ........................................................................................................13

14. ENTIRE AGREEMENT ..................................................................................................13

15. GOVERNING LAW ........................................................................................................13

16. NO WAIVER ..................................................................................................................13

17. SEVERABILITY .............................................................................................................13

18. DISPUTE RESOLUTION ...............................................................................................14

19. ASSIGNMENT ...............................................................................................................14

20. GENERAL PROVISIONS...............................................................................................14 EXHIBIT A – SHOTSPOTTER PROPOSAL.............................................................................16 EXHIBIT B – SERVICE LEVEL AGREEMENT.........................................................................17 DocuSign Envelope ID: E7A8E1F9-01F4-45C3-B30F-049733054C99 FLEX SERVICES AGREEMENT ǀ Page 1 of 20
Copyright © 2020 ShotSpotter, Inc. – Confidential
All rights reserved under the copyright laws of the United States This ShotSpotter® Flex™ Services Agreement (this “Agreement”) is entered into by and between ShotSpotter, Inc. (referred to herein as “ShotSpotter”), with offices located at 7979 Gateway Blvd., Suite 210, Newark, CA 94560 and the City of Salinas, CA (hereinafter referred to as “Customer”), with offices located at 200 Lincoln Avenue, Salinas, CA 93901, effective as of the last date of signature herein.

ShotSpotter and Customer may also be referred to in this Agreement individually as a “Party” or collectively as the “Parties”.

This Agreement and its exhibits define the deliverables, implementation, and subscription services for ShotSpotter’s gunshot location system (“ShotSpotter® Gunshot Detection, Location, and Forensic Analysis Service”) to be provided under this Agreement.

In consideration of the Parties’ mutual covenants and promises set forth in this Agreement, the Parties agree as follows:

1. EXHIBITS
The following exhibits (“Exhibits”) are attached to, and incorporated in this Agreement:

A. ShotSpotter Price Quote #SALINPD012220
B. Service Level Agreement

2. DEFINITIONS
All capitalized terms not otherwise defined in this Agreement shall have the meanings set forth below:

A. Investigator Portal means the internet portal to which Customer will have access to Reviewed Alerts.

B. Confidential Information means that information designated by either Party as confidential or proprietary as further defined in Section 6 of this Agreement.

C. Coverage Area means the area in square miles covered by the Services as set forth in Exhibit A and any subsequent amendments thereto.

D. Data means all data created, generated, modified, compiled, stored, kept, or displayed by ShotSpotter in performance of the Subscription Services, including the Software.

E. Reviewed Alerts means the data reviewed by ShotSpotter’s incident review staff related to gunfire incidents detected by the ShotSpotter Gunshot Detection, Location, and Forensic Analysis Service.

F. ShotSpotter Flex System means the ShotSpotter Gunshot Detection, Location, and Forensic Analysis Service provided on a subscription basis under this Agreement.

G. Software means the ShotSpotter Gunshot Detection, Location, and Forensic Analysis Service, Reviewed Alerts, ShotSpotter Respond™ and ShotSpotter Dispatch™ applications, and ShotSpotter® Investigator Portal user interface to which Customer will have access under this Agreement on a subscription basis.

DocuSign Envelope ID: E7A8E1F9-01F4-45C3-B30F-049733054C99 FLEX SERVICES AGREEMENT ǀ Page 2 of 20
Copyright © 2020 ShotSpotter, Inc. – Confidential
All rights reserved under the copyright laws of the United States H. Subscription Services means the services provided to Customer on a subscription basis to access, and ShotSpotter’s maintenance of, the Software.

I. System means collectively the Software and Subscription Services provided under this Agreement.

3. SUBSCRIPTION SERVICES
A. This Agreement provides for a one (1) year renewal of the Customer’s existing System.

ShotSpotter has installed the ShotSpotter Gunshot Detection, Location, and Forensic Analysis Service in the Coverage Area specified in Exhibit A attached to this Agreement. ShotSpotter will host the Subscription Services and may update the functionality and Software of the Subscription Services from time to time at its sole discretion and in accordance with this Agreement.

B. ShotSpotter will be responsible for determining the location(s) for installation of acoustic sensor(s) (the “Sensors”) that detect gunshot-like sounds, and obtaining permission from the premises owner/property manager/lessee.

C. The ShotSpotter Gunshot Detection, Location, and Forensic Analysis Service acoustic Sensor may use wired, wireless, or cellular wireless communications which necessitates the existence of a realtime data communications channel from each Sensor to the ShotSpotter hosted servers via a commercial carrier. The unavailability or deterioration of the quality of such wired, wireless, or wireless cellular communications may impact the ability of ShotSpotter to provide the Subscription Services. In such circumstances ShotSpotter will use commercially reasonable efforts to obtain alternate wired or wireless cellular communications or adjust the coverage area as necessary. In the event ShotSpotter is unable to do so, ShotSpotter will terminate the Subscription Services and refund a pro-rata portion of the annual Subscription Services fee to Customer.

D. ShotSpotter will provide Customer with user documentation, online help, online training presentation, and online training sessions (as available).

E. ShotSpotter will provide reasonable efforts to respond via email to requests for support relating to incident classification within eight (8) hours of the request.

F. During the term of this Agreement, ShotSpotter will provide real-time gunfire analysis and alert services. After an explosive (or impulsive) sound triggers enough ShotSpotter Sensors that an incident is detected and located, audio from the incident is sent to the ShotSpotter Incident Review Center (IRC) via secure, high-speed network connections for real-time qualification. Within seconds, a ShotSpotter professional reviewer analyzes audio data and recordings to confirm gunfire or explosions. The qualified alert is then sent directly to the Customer’s dispatch center, PSAP, mobile/patrol officers, and any other relevant safety or security personnel, as determined by the Customer. ShotSpotter’s IRC will review gunfire incidents as further defined in Exhibit B.

G. The Subscription Services provided under this Agreement shall consist of (i) providing access to the Customer of Reviewed Alerts delivered via the Investigator Portal password-protected internet portal and user interface supplied by ShotSpotter; (ii) providing Customer access to historical Reviewed Alerts and incident information via the Software; and (iii) other services as specified in this Agreement and its Exhibits.

H. ShotSpotter will use commercially reasonable efforts to respond to support requests within twentyfour (24) hours of receipt of the request during the period of 8 am to 5 pm Monday through Friday.

DocuSign Envelope ID: E7A8E1F9-01F4-45C3-B30F-049733054C99 FLEX SERVICES AGREEMENT ǀ Page 3 of 20
Copyright © 2020 ShotSpotter, Inc. – Confidential
All rights reserved under the copyright laws of the United States A ShotSpotter email support specialist will be responsible for receiving Customer reports of missed incidents, or errors in the Subscription Services, and, to the extent practicable over email or telephone, making commercially reasonable efforts to assist the Customer in resolving the Customer’s reported problems. In the event the problem cannot be resolved telephonically, then ShotSpotter will use commercially reasonable efforts to restore functionality of the Subscription Services in accordance with the standard ShotSpotter user documentation provided with the Subscription Services within seventy-two (72) hours of receipt of the report.

I. FORENSIC REPORTS.
i. Investigative Lead Summary (“ILS”). ShotSpotter provides an on-demand report available through the ShotSpotter Respond Application. The Investigative Lead Summary (ILS) provides useful details about the approximate location, timing, and sequence of each shot fired during an incident. The ILS is very valuable on scene, helping law enforcement find shell casings, confirm witness accounts, and identify suspects. ILS reports are available immediately after an incident occurs via the mobile, web, or desktop ShotSpotter Respond application (machine-generated). The ILS is not a court-admissible document. ii. Detailed Forensic Report (“DFR”). If requested by Customer, ShotSpotter will provide a DFR for any ShotSpotter-detected incidents, including Reviewed Alerts. The DFR is intended to be a court-admissible document used by attorneys as part of a court case for the exact, verified timing, sequence and location of each shot fired. Secondarily, the DFR is available for use by law enforcement to obtain a search warrant or to investigate an Officer Involved Shooting.

DFRs must be requested in writing and addressed to the ShotSpotter Customer Support Department. Requests may be submitted via the Forensics Services page under the Law Enforcement tab on ShotSpotter’s website (www.shotspotter.com). ShotSpotter will use commercially reasonable efforts to provide a DFR within ten (10) business days of receipt of the request.

J. EXPERT WITNESS SERVICES.

ShotSpotter offers reasonable expert witness services, including Reviewed Alerts, for an hourly fee as set forth in Exhibit A, as well as reimbursement of all travel and per diem costs. If requested to provide such services, ShotSpotter will invoice the Customer for the number of hours expended to prepare for and provide expert witness testimony, and actual travel expenses, upon completion of the services. Customer understands that ShotSpotter undertakes to provide individuals whose qualifications are sufficient for such services, but does not warrant that any person or his or her opinion will be accepted by every court. ShotSpotter requires at least fourteen (14) days prior notice of such a requirement in writing from the Customer. Customer must include dates, times, specific locations, and a point of contact for ShotSpotter personnel. Due to the nature of legal proceedings, ShotSpotter cannot guarantee that its services described in this section shall produce the outcome, legal or otherwise, which Customer desires. Payment for expert witness services described shall be due and payable when services are rendered regardless of the outcome of the proceedings.

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Copyright © 2020 ShotSpotter, Inc. – Confidential
All rights reserved under the copyright laws of the United States

4. INITIAL TERM AND RENEWAL
Unless otherwise specified in Exhibit A, the initial term for renewal of the Subscription Services under this Agreement shall be for a period of twelve (12) months commencing on December 14, 2019.

The Subscription Services may be renewed for successive periods of one year each (or multiple years as mutually agreed upon in writing by the Parties), in accordance with the following procedure. ShotSpotter shall provide Customer with a renewal notice stating the renewal fees, terms, and conditions for the next successive renewal term approximately ninety (90) days prior to the expiration date of the then current term. Customer acknowledges that the Subscription Services fees, terms and conditions, and service levels hereunder are subject to change and that such fees, terms and conditions, and service levels may vary from those applicable to this Agreement in successive renewal terms. Annual Subscription fees are subject to increase at a rate of 5% for Customers whose annual subscription fee is less than the current ShotSpotter list price.

If Customer fails to renew prior to expiration of the then current subscription term, the Subscription Services will terminate in accordance with Section 5.C. At its discretion, ShotSpotter may remove the ShotSpotter Gunshot Detection, Location, and Forensic Analysis Service and any components from the Coverage Area at that time. If ShotSpotter does not remove the ShotSpotter Gunshot Detection, Location, and Forensic Analysis Service from the Coverage Area, Customer may reinstate the Subscription Services at a later date by renewing this Agreement and payment of the applicable reactivation and Subscription Services renewal fees; however, Customer will not have access to any Reviewed Alerts that they would have had access to during the lapsed period.

5. LICENSE, OWNERSHIP, AND DATA RIGHTS
In consideration for and subject to the payment of the annual Subscription Services fees as set forth in Exhibit A, Customer is granted a non-transferrable, non-exclusive and terminable license (“License”) to use the Subscription Services and Data as set forth in this Section 5. Please read the terms and conditions of this Agreement carefully. By using the Subscription Services and Data, you agree to be bound by the terms and conditions of this Agreement. If you do not agree to these terms, you must notify ShotSpotter and discontinue any use of the Subscription Services and Data.

A. Rights in Data.

For the purposes of this Agreement, “Data” is defined as data, information, and electronic files created, generated, modified, compiled, displayed, stored or kept in the course of providing the Subscription Services, including, without limitation, information in Reviewed Alerts accessible through the Service and/or Software.

ShotSpotter shall own and have the unrestricted right to use the Data for internal purposes such as research or product development. ShotSpotter may provide, license, or sell Data on an aggregated basis to third parties (excluding press or media) to be used for research or analytical purposes, or for law enforcement and/or security purposes.

ShotSpotter will not release or disseminate to any person or entity Data related to or consisting of specific forensic or law enforcement sensitive incident information pertaining to any active inquiry, investigation, or prosecution, unless in response to a valid order or subpoena issued by a court or other governmental body, or as otherwise required by law. ShotSpotter will not release, sell, DocuSign Envelope ID: E7A8E1F9-01F4-45C3-B30F-049733054C99 FLEX SERVICES AGREEMENT ǀ Page 5 of 20
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All rights reserved under the copyright laws of the United States license, or otherwise distribute the gunfire alert Data to the press or media without the prior express written consent of an authorized representative of the Customer.

Customer shall have the unrestricted right to download, make copies of, distribute, and use the Data within its own organization, exclusively for its own internal purposes, and for purposes of detecting and locating gunfire, routine archival recordkeeping, evidence preservation, and investigative, or evidentiary, and prosecutorial purposes. Customer shall not provide to, license the use of, or sell Data to any third parties, which restriction will not pertain to the collaboration with other law enforcement agencies for the purposes of investigating and prosecuting crimes detected by the ShotSpotter systems.

B. License and Restrictions.

Software and Subscription Services. The Software is the proprietary product of ShotSpotter, licensed to Customer on an annual subscription basis. The ShotSpotter Software may incorporate components supplied to ShotSpotter under license by third-party suppliers, and may be protected by United States patent, trade secret, copyright law and international treaty provisions. All such rights in and to the Software and Subscription Services any part thereof are the property of ShotSpotter or, if applicable, its suppliers. All right and title to the ShotSpotter computer programs, including, but not limited to related documentation, technology, know-how and processes embodied in or made available to Customer in connection with the Subscription Services, patent rights, copyrights, trade secret rights, trademarks, and services marks remain with ShotSpotter.

Customer may not make any copies of the written materials or documentation that accompany any component of the Software, or use them, or any other information concerning the Subscription Services that ShotSpotter has designated as confidential, for any purpose other than bona fide use of the Subscription Services or Software for in accordance with the terms of this Agreement, nor allow anyone else to do so. Customer shall not: (i) modify, adapt, alter, translate, copy, perform, or display (publicly or otherwise) or create compilations, derivative, new, or other works based, in whole or in part, on the Software, or on the Subscription Services; (ii) merge, combine, integrate, or bundle the Software, in whole or in part, with other software, hardware, data, devices, systems, technologies, products, services, functions, or capabilities; (iii) transfer, distribute, make available the Subscription Services, or Software to any person other than Customer; or (iv) sell, resell, sublicense, lease, rent, or loan the Subscription Services or Software, in whole or in part. No component of the Subscription Services, or Software may be used to operate a service bureau, rental or time-sharing arrangement.

Data. Customer’s rights to use the Data are defined in paragraph A of this section 5.

Nothing in this Agreement shall be construed as granting any right or title to the Software, Data or any component thereof, or any other intellectual property of ShotSpotter or its suppliers to Customer.

Customer shall not alter, remove or obscure any copyright, patent, trademarks, confidential, proprietary, or restrictive notices or markings on any component of the Subscription Services, Software or any documentation.

Customer acknowledges that the ShotSpotter System has been determined by the United States Department of State to be a controlled commodity, software and/or technology subject to the United States Export Administration Regulations of the U.S. Department of Commerce. Customer is DocuSign Envelope ID: E7A8E1F9-01F4-45C3-B30F-049733054C99 FLEX SERVICES AGREEMENT ǀ Page 6 of 20
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All rights reserved under the copyright laws of the United States specifically prohibited from the export, or re-export, transfer, consignment, shipment, delivery, downloading, uploading, or transmitting in any form, any ShotSpotter Software, Data, documentation, or any component thereof or underlying information or technology related thereto, to any third party, government, or country for any end uses except in strict compliance with applicable U.S. export controls laws, and only with the express prior written agreement of ShotSpotter. In the event that such written agreement is provided, Customer shall be responsible for complying with all applicable export laws and regulations of the United States and destination country, including, but not limited to the United States Export Administration Regulations of the U.S.

Department of Commerce, including the sanctions laws administered by the U.S. Department of Treasury, Office of Foreign Assets Control (OFAC), the U.S. Anti-Boycott regulations, and any applicable laws of Customer’s country. In this respect, no resale, transfer, or re-export of any ShotSpotter Flex System or any ShotSpotter Gunshot Detection, Location, and Forensic Analysis Service component thereof exported to Customer pursuant to a license from the U.S. Department of Commerce may be resold, transferred, or reported without prior authorization by the U.S.

Government. Customer agrees not to export, re-export or engage in any “deemed export,” or to transfer or deliver, or to disclose or furnish, to any foreign (non- U.S.) government, foreign (nonU.S.) person or third party, or to any U.S. person or entity, any of the ShotSpotter Flex System, ShotSpotter Gunshot Detection, Location, and Forensic Analysis Service components, Data, Software, Services, or any technical data or output data or direct data product thereof, or any service related thereto, in violation of any such restrictions, laws or regulations, or without all necessary registrations, licenses and or approvals. Customer shall bear all expenses relating to any necessary registrations, licenses or approvals.

Use, duplication, or disclosure by applicable U.S. government agencies is subject to restrictions as set forth in in the provisions of DFARS 48 CFR 252.227-7013 or FAR 48 CFR 52.227-14, as applicable.

In addition to the foregoing, Customer shall not disclose, discuss, download, ship, transfer, deliver, furnish, or otherwise export or re-export any such item(s) to or through: (a) any person or entity on the U.S Department of Commerce Bureau of Industry and Security’s List of Denied Persons or Bureau of Export Administration’s anti-proliferation Entity List; (b) any person on the U.S.

Department of State’s List of Debarred Parties; (c) any person or entity on the U.S. Treasury Department Office of Foreign Asset Control’s List of Specially Designated Nationals and Blocked Persons; or (d) any third party or for any end-use prohibited by law or regulation, as any and all of the same may be amended from time to time, or any successor thereto.

C. Termination.

Customer agrees that its right to use the Subscription Services, Software and Data will terminate following thirty (30) day’s prior written notice due to a material breach of the terms of this Agreement, including failure to pay any sums to ShotSpotter when due, or failure to renew the Subscription Services prior to expiration of the then current subscription term unless such has been cured within said thirty (30) day period. In the event of a breach of ShotSpotter’s intellectual property rights, ShotSpotter at its sole discretion may terminate this Agreement immediately upon written notice to Customer. In the event of termination, Customer’s access to the Data and Software will be terminated, and ShotSpotter will cease delivering Reviewed Alerts, and disable Customer’s access to the Data. Customer agrees that ShotSpotter shall not be liable to Customer nor to any DocuSign Envelope ID: E7A8E1F9-01F4-45C3-B30F-049733054C99 FLEX SERVICES AGREEMENT ǀ Page 7 of 20
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All rights reserved under the copyright laws of the United States third party for any suspension of the Subscription Services resulting from Customer’s nonpayment of the Subscription Services fees as described in this section.

D. Modification to, or Discontinuation of the Subscription Services.

Upon reasonable notice to Customer, ShotSpotter reserves the right at its discretion to modify, temporarily or permanently, the Subscription Services (or any part thereof). In the event that ShotSpotter modifies the Subscription Services in a manner which removes or disables a feature or functionality on which Customer materially relies, ShotSpotter, at Customer’s request, shall use commercially reasonable efforts to restore such functionality to Customer. In the event that ShotSpotter is unable to substantially restore such functionality, Customer shall have the right to terminate the Agreement and receive a pro-rata refund of the annual Subscription Services fees paid under the Agreement for the subscription term in which this Agreement is terminated.

Customer acknowledges that ShotSpotter reserves the right to discontinue offering the Subscription Services at the conclusion of Customer’s then current term. Customer agrees that ShotSpotter shall not be liable to Customer or to any third party for any modification of the Subscription Services as described in this section.

E. No Use by Third Parties.

Use by anyone other than Customer of the Subscription Services, documentation, and Data is prohibited, unless pursuant to a valid assignment of this Agreement as set forth in Section 18 of this Agreement.

6. CONFIDENTIALITY AND PROPRIETARY RIGHTS
A. ShotSpotter Privacy Policy.

ShotSpotter has structured its technology, processes and policies in such a way as to minimize the risk of privacy infringements from audio surveillance while still delivering important public safety benefits to its customers. These efforts to maintain privacy include the following:
1) ShotSpotter will not provide extended audio to customers beyond the audio snippet (1 second of ambient noise prior to a gunshot, the gunshot audio itself, and 1 second after the incident). ShotSpotter will vigorously resist any subpoena or court order for extended audio that goes beyond an audio snippet.
2) ShotSpotter will not provide a list or database of the precise location of Sensors to police or the public if requested and will challenge any subpoenas for this location data.

B. ShotSpotter Confidential Information.

Customer acknowledges and agrees that the source code, technology, and internal structure of the Software, Data, and Subscription Services, as well as documentation, operations manual(s) and training material(s), are the confidential information and proprietary trade secrets of ShotSpotter, the value of which would be destroyed by disclosure to the public. Use by anyone other than Customer of the Subscription Services, documentation, and Data is prohibited, unless pursuant to a valid assignment under this Agreement. Unless prohibited by applicable law, the terms and conditions of this Agreement, including pricing and payment terms shall also be treated as ShotSpotter’s confidential information. Customer shall not disassemble, decompile, or otherwise DocuSign Envelope ID: E7A8E1F9-01F4-45C3-B30F-049733054C99 FLEX SERVICES AGREEMENT ǀ Page 8 of 20
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All rights reserved under the copyright laws of the United States reverse engineer or attempt to reconstruct, derive, or discover any source code, underlying ideas, algorithms, formulae, routines, file formats, data structures, programming, routines, interoperability interfaces, drawings, or plans from the Software, or any data or information created, compiled, displayed, or accessible through the Subscription Services, in whole or in part. Customer agrees during the term of this Agreement, and thereafter, to hold the confidential information and proprietary trade secrets of ShotSpotter in strict confidence and to not permit any person or entity to obtain access to it except as required for the Customer’s exercise of the license rights granted under this Agreement. Nothing in this Agreement is intended to or shall limit any rights or remedies under applicable law relating to trade secrets, including the Uniform Trade Secrets Act as enacted in applicable jurisdictions.

C. Customer Confidential Information
During the term of this Agreement or any subsequent renewals, ShotSpotter agrees to maintain Customer information designated by the Customer as confidential to which ShotSpotter gains access in the performance of its obligations under this Agreement, and not disclose such Customer Confidential Information to any third parties except as may be required by law. ShotSpotter agrees that Customer’s Confidential Information shall be used solely for the purpose of performing ShotSpotter’s obligations under this Agreement.

D. Obligations of the Parties.

The receiving Party’s (“Recipient”) obligations under this section shall not apply to any of the disclosing Party’s (“Discloser”) Confidential Information that Recipient can document: (a) was in the public domain at or subsequent to the time such Confidential Information was communicated to Recipient by Discloser through no fault of Recipient; (b) was rightfully in Recipient’s possession free of any obligation of confidence at or subsequent to the time such Confidential Information was communicated to Recipient by such Discloser; (c) was developed by employees or agents of Recipient independently of and without reference to any of Discloser’s Confidential Information; or (d) was communicated by Discloser to an unaffiliated third party free of any obligation of confidence.

A disclosure by Recipient of any Discloser Confidential Information (a) in response to a valid order by a court or other governmental body; (b) as otherwise required by law; or (c) necessary to establish the rights of either party under this Agreement shall not be considered to be a breach of this Agreement by the Recipient; provided, however, that Recipient shall provide prompt prior written notice thereof to the Discloser to enable Discloser to seek a protective order or otherwise prevent such disclosure. The Recipient shall use reasonable controls to protect the confidentiality of and restrict access to all Confidential Information of the Discloser to those persons having a specific need to know for the purpose of performing the Recipient’s obligations under this Agreement. The Recipient shall use controls no less protective than Recipient uses to secure and protect its own confidential, but not “Classified” or otherwise Government-legended, information.

Upon termination of this Agreement the Recipient, as directed by the Discloser, shall either return the Discloser’s Confidential Information, or destroy all copies thereof and verify such destruction in writing to the Discloser.

Unless the Recipient obtains prior written consent from the Discloser, the Recipient agrees that it will not reproduce, use for purposes other than those expressly permitted in this Agreement, disclose, sell, license, afford access to, distribute, or disseminate any information designated by the Discloser as confidential.

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All rights reserved under the copyright laws of the United States

7. LIMITED WARRANTIES
ShotSpotter warrants that the Software will function in substantial conformity with the ShotSpotter documentation accompanying the Software and Subscription Services. The Software covered under this warranty consists exclusively of the ShotSpotter Dispatch, ShotSpotter Respond, and ShotSpotter Investigator Portal and user interface made available to the Customer under this Agreement. ShotSpotter will provide support services as defined in Exhibit B Service Level Agreement.

A. ShotSpotter further warrants that the Subscription Services, Data, and Software shall be free of viruses, Trojan horses, worms, spyware, or other malicious code or components.

B. The Subscription Services are not designed, sold, or intended to be used to detect, intercept, transmit, or record oral or other communications of any kind. ShotSpotter cannot control how the Subscription Services are used, and, accordingly, ShotSpotter does not warrant or represent, expressly or implicitly, that use of the Subscription Services will comply or conform to the requirements of federal, state, or local statutes, ordinances, and laws, or that use of the Subscription Services will not violate the privacy rights of third parties. Customer shall be solely responsible for using the Subscription Services in full compliance with applicable law and the rights of third persons.

C. ShotSpotter does not warrant or represent, expressly or implicitly, that the Software or Subscription Services or its use will: result in the prevention of crime, apprehension or conviction of any perpetrator of any crime, or detection of any criminal; prevent any loss, death, injury, or damage to property due to the discharge of a firearm or other weapon; in all cases result in a Reviewed Alert for all firearm discharges within the designated coverage area; or that the ShotSpotter-supplied network will remain in operation at all times or under all conditions.

D. ShotSpotter expressly disclaims, and does not undertake or assume any duty, obligation, or responsibility for any decisions, actions, reactions, responses, failure to act, or inaction, by Customer as a result of or in reliance on, in whole or in part, any Subscription Services or Reviewed Alerts provided by ShotSpotter, or for any consequences or outcomes, including any death, injury, or loss or damage to any property, arising from or caused by any such decisions, actions, reactions, responses, failure to act, or inaction. It shall be the sole and exclusive responsibility of the Customer to determine appropriate decisions, actions, reactions, or responses, including whether or not to dispatch emergency responder resources. The Customer hereby expressly assumes all risks and liability associated with any and all action, reaction, response, and dispatch decisions, and for all consequences and outcomes arising from or caused by any decisions made or not made by the Customer in reliance, in whole or in part, on any Subscription Services provided by ShotSpotter, including any death, injury, or loss or damage to any property.

E. Any and all warranties, express or implied, of fitness for high-risk purposes requiring fail-safe performance are hereby expressly disclaimed.

F. The Parties acknowledge and agree that the Subscription Services is not a consumer good, and is not intended for sale to or use by or for personal, family, or household use.

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All rights reserved under the copyright laws of the United States EXCEPT AS EXPRESSLY SET FORTH IN THIS SECTION 7, SHOTSPOTTER MAKES AND

CUSTOMER RECEIVES NO OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING WITHOUT

LIMITATION ANY WARRANTIES OF NON-INFRINGEMENT, QUALITY, SUITABLITY, MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE.

8. CUSTOMER OBLIGATIONS.

Customer acknowledges and agrees that ShotSpotter’s duties, including warranty obligations, and ability to perform its obligations to Customer under this Agreement shall be predicated and conditioned upon Customer’s timely performance of and compliance with Customer’s obligations hereunder, including, but not limited to:

A. Customer agrees to pay all sums due under this Agreement when they are due pursuant to the payment terms in Exhibit A for implementation, and ongoing annual subscription fees. Actual access and use of the ShotSpotter Service shall constitute evidence that the Subscription Services are active, and the final implementation payment is due.

B. Customer agrees to use reasonable efforts to timely perform and comply with all of Customer’s obligations allocated to Customer under this Agreement, including providing assistance to ShotSpotter, as needed in obtaining premise permissions for installation of the Sensors.

C. Customer shall not permit any alteration, modification, substitution, or supplementation of the ShotSpotter Subscription Services or web portal, or the combining, connection, merging, bundling, or integration of the ShotSpotter Subscription Services or web portal into or with any other system, equipment, hardware, software, technology, function, or capability, without ShotSpotter’s express prior written consent.

D. Unless otherwise expressly agreed in advance in writing by ShotSpotter, Customer shall not authorize or appoint any contractors, subcontractors, original equipment manufacturers, value added integrators, systems integrators, or other third parties to operate, or have access to any part of the Subscription Services.

E. In order to use the Subscription Services, Customer must have and maintain access to the World Wide Web to enable a secure https connection from the Customer’s workstation(s) to ShotSpotter’s hosted services, either directly or through devices that access Web-based content. Customer must also provide all equipment necessary to make such (and maintain such) connection.

F. ShotSpotter will assist the Customer in initially setting up passwords and user names for Customer’s employees, agents, or representatives to whom Customer designates access to the Subscription Services (“Authorized Users”). Thereafter, Customer shall be responsible for assigning passwords and user names for its Authorized Users. Customer shall be responsible for maintaining the confidentiality and use of Customer’s password and user names and shall not allow passwords and/or user names to be shared by Authorized Users; nor shall Customer permit any unauthorized users to access the Subscription Services.

G. Customer shall comply with all applicable laws, rules and regulations relating to the goods and services provided hereunder.

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All rights reserved under the copyright laws of the United States

9. INTELLECTUAL PROPERTY INFRINGEMENT
ShotSpotter will, at its expense, defend and indemnify Customer from and against losses, suits, damages, liability, and expenses (including reasonable attorney fees) arising out of a claim asserted in a lawsuit or action against the Customer by a third party unrelated to the Customer, in which such third party asserts a claim that the Subscription Services and/or Software, when used in accordance with ShotSpotter’s user documentation, infringes any United States patent which was issued by the U.S. Patent and Trademark Office, or United States copyright which was registered by the U.S. Copyright Office, as of the effective date of Customer’s agreement to license the ShotSpotter Flex System (collectively “Action”), provided that Customer provides ShotSpotter with reasonably prompt notice of any such Action, or circumstances of which Customer becomes aware that could reasonably be expected to lead to such Action including but not limited to any cease and desist demands or warnings, and further provided that Customer cooperates with ShotSpotter and its defense counsel in the investigation and defense of such Action.

ShotSpotter shall have the right to choose counsel to defend such suit and/or action, and to control the settlement (including determining the terms and conditions of settlement) and the defense thereof.

Customer may participate in the defense of such action at its own expense.

This Section 9 shall not apply and ShotSpotter shall have no obligation to defend and indemnify Customer in the event the Customer or a third party modifies, alters, substitutes, or supplements any of the Subscription Services, or Software, or to the extent that the claim of infringement arises from or relates to the integration, bundling, merger, or combination of any of the same with other hardware, software, systems, technologies, or components, functions, capabilities, or applications not licensed by ShotSpotter as part of the Subscription Services, nor shall it apply to the extent that the claim of infringement arises from or relates to meeting or conforming to any instruction, design, direction, or specification furnished by the Customer, nor to the extent that the Subscription Services or Software are used for or in connection with any purpose, application, or function other than detecting and locating gunshots exclusively through acoustic means.

If, in ShotSpotter’s opinion, the Subscription Services, or Software may, or is likely to become, the subject of such a suit or action, does become the subject of a claim asserted against Customer in a lawsuit which ShotSpotter is or may be obliged to defend under this section, or is determined to infringe the foregoing patents or copyrights of another in a final, non-appealable judgment subject to ShotSpotter’s obligations under this section, then ShotSpotter may in full and final satisfaction of any and all of its obligations under this section, at its option: (1) procure for Customer the right to continue using the affected Subscription Services or Software, (2) modify or replace such Subscription Services or Software to make it or them noninfringing, or (3) refund to Customer a pro-rata portion of the annual Subscription Services fees paid for the Subscription Services for the term in which the Agreement is terminated.

This Section 9 states the entire liability of ShotSpotter and is Customer’s exclusive remedy for or relating to infringement or claims or allegations of infringement of any patent, copyright, or other intellectual property rights in or to the Subscription Services, the ShotSpotter Gunshot Detection, Location and Forensic Analysis Service components, and software. This section is in lieu of and replaces any other expressed, implied, or statutory warranty against infringement of any and all intellectual property rights.

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All rights reserved under the copyright laws of the United States

10. INDEMNIFICATION AND LIMITATION OF LIABILITY
ShotSpotter shall, at its expense, indemnify, defend, save, and hold Customer harmless from any and all claims, lawsuits, or liability, including attorneys' fees and costs, arising out of, in connection with, any loss, damage, or injury to persons or property to the extent of the gross negligence, or wrongful act, error, or omission of ShotSpotter, its employees, agents, or subcontractors as a result of ShotSpotter’s or any of its employees, agents, or subcontractor’s performance pursuant to this Agreement. ShotSpotter shall not be required to indemnify Customer for any claims or actions caused to the extent of the negligence or wrongful act of Customer, its employees, agents, or contractors. Notwithstanding the foregoing, if a claim, lawsuit, or liability results from or is contributed to by the actions or omissions of Customer, or its employees, agents, or contractors, ShotSpotter’s obligations under this provision shall be reduced to the extent of such actions or omissions based upon the principle of comparative fault.

In no event shall either Party, or any of its affiliates or any of its/their respective directors, officers, members, attorneys, employees, or agents, be liable to the other Party under any legal or equitable theory or claim, for lost profits, lost revenues, lost business opportunities, exemplary, punitive, special, indirect, incidental, or consequential damages, each of which is hereby excluded by agreement of the Parties, regardless of whether such damages were foreseeable or whether any Party or any entity has been advised of the possibility of such damages.

Except for its Intellectual Property infringement indemnity obligations under Section 9 of this Agreement, ShotSpotter’s cumulative liability for all losses, claims, suits, controversies, breaches or damages for any cause whatsoever arising out of or related to this Agreement, whether in contract, tort, by way of indemnification or under statute, and regardless of the form of action or legal theory shall not exceed two (2) times the amount paid to ShotSpotter under this Agreement, or the amount of insurance maintained by ShotSpotter available to cover the loss, whichever is greater. The foregoing limitations shall apply without regard to any failure of essential purpose of any remedies given herein.

11. DEFAULT AND TERMINATON; REMEDIES
Either Party may terminate this Agreement in the event of a material breach of the terms and conditions of this Agreement upon thirty (30) days’ prior written notice to the other Party; provided that the Party alleged to be in breach has not cured such breach within said thirty (30) day period.

In addition to the termination provisions in Section 5.C for failure to pay annual Subscription Services fees, upon the occurrence of a material breach of Customer’s obligations under this Agreement not susceptible to cure as provided in the preceding paragraph, ShotSpotter may at its option, effective immediately upon written notice to Customer, either: (i) terminate ShotSpotter’s future obligations under this Agreement, terminate Customer’s License to use the Subscription Services and Software, or (ii) accelerate and declare immediately due and payable all remaining charges for the remainder of the Agreement and proceed in any lawful manner to obtain satisfaction of the same. In either case, Customer shall also be responsible for paying court costs and reasonable attorneys' fees incurred by or on behalf of ShotSpotter, as well as applicable repossession, shipping, repair, and refurbishing costs.

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All rights reserved under the copyright laws of the United States

12. NOTICES
Any notice or other communication required or permitted to be given under this Agreement shall be in writing delivered to the address set forth in this Agreement by certified mail return receipt; overnight delivery services; or delivered in person. A Party’s address may be changed by written notice to the other Party.

13. FORCE MAJEURE
In no event shall ShotSpotter be liable for any delay or default in its performance of any obligation under this Agreement caused directly or indirectly by an act or omission of Customer, or persons acting under its direction and/or control, fire, flood, act of God, an act or omission of civil or military authority of a state or nation, strike, lockout, or other labor disputes, inability to secure, delay in securing, or shortage of labor, materials, supplies, transportation, or energy, failures, outages or denial of services of wireless, power, telecommunications, or computer networks, acts of terrorism, sabotage, vandalism, hacking, natural disaster or emergency, war, riot, embargo, or civil disturbance, breakdown or destruction of plant or equipment, or arising from any cause whatsoever beyond ShotSpotter’s reasonable control. At ShotSpotter’s option and following notice to Customer, any of the foregoing causes shall be deemed to suspend such obligations of ShotSpotter so long as any such cause shall prevent or delay performance, and ShotSpotter agrees to make and Customer agrees to accept performance of such obligations whenever such cause has been remedied.

14. ENTIRE AGREEMENT
This Agreement and its Exhibits represent the entire agreement and understanding of the Parties and a final expression of their agreements with respect to the subject matter of this Agreement and supersedes all prior written or oral agreements, representations, understandings, or negotiations with respect to the matters covered by this Agreement.

15. GOVERNING LAW
The validity, performance, and construction of this Agreement shall be governed by the laws of the state of California, without giving effect to the conflict of law principles thereof. The United Nations Convention on Contracts for the International Sale of Goods is expressly disclaimed and shall not apply

16. NO WAIVER
No term or provision of this Agreement shall be deemed waived and no breach excused unless such waiver or consent is in writing and signed by both Parties. Any consent by either Party to, or waiver of, a breach by the other, whether expressed or implied, shall not constitute a consent to, waiver of, or excuse for any other, different, prior, or subsequent breach.

The failure of either Party to enforce at any time any of the provisions of this Agreement shall not constitute a present of future waiver of any such provisions or the right of either Party to enforce each and every provision.

17. SEVERABILITY
If any term, clause, sentence, paragraph, article, subsection, section, provision, condition or covenant of this Agreement is held to be invalid or unenforceable, for any reason, it shall not affect, impair, invalid or nullify the remainder of this Agreement, but the effect thereof shall be confined to the term, clause, DocuSign Envelope ID: E7A8E1F9-01F4-45C3-B30F-049733054C99 FLEX SERVICES AGREEMENT ǀ Page 14 of 20
Copyright © 2020 ShotSpotter, Inc. – Confidential
All rights reserved under the copyright laws of the United States sentence, paragraph, article, subsection, section, provision, condition or covenant of this Agreement so adjudged to be invalid or unenforceable.

18. DISPUTE RESOLUTION
If the Parties disagree as to any matter arising under this Agreement or the relationship and dealings of the Parties hereto, then at the request of either Party, ShotSpotter and Customer shall promptly consult with one another and make diligent, good faith efforts to resolve the disagreement by negotiation prior to either Party taking legal action. If such negotiations do not resolve the dispute within sixty (60) days of the initial request, either Party may take appropriate legal action.

19. ASSIGNMENT
This Agreement may not be assigned or transferred by either Party, nor any of the rights granted herein, in whole or in part, by operation of law or otherwise, without the other Party’s express prior written consent, which shall not be unreasonably withheld. Provided, however, that ShotSpotter may assign or transfer this Agreement and/or ShotSpotter’s rights and obligations hereunder, in whole or in part, in the event of a merger or acquisition of all or substantially all of ShotSpotter’s assets. No assignee for the benefit of Customer’s creditors, custodian, receiver, trustee in bankruptcy, debtor in possession, sheriff, or any other officer of a court, or other person charged with taking custody of Customer’s assets or business, shall have any right to continue or to assume or to assign these without ShotSpotter’s express consent.

20. GENERAL PROVISIONS
A. This Agreement shall be binding on and inure to the benefit of the Parties and any permitted successors and assigns; however, nothing in this paragraph shall be construed as a consent to any assignment by either Party except as provided in Section 18 of this Agreement.

B. This Agreement shall not become a binding contract until signed by an authorized representative of each Party, effective as of the date of signature.

C. This Agreement may be executed in any number of identical counterparts, each of which shall be deemed a duplicate original.

D. The provisions of this Agreement shall not be construed in favor of or against either Party because that Party or its legal counsel drafted this Agreement, but shall be construed as if all Parties prepared this Agreement.

E. A facsimile or scanned signature copy of this Agreement and its Exhibits, notices and documents prepared under this Agreement shall be considered an original. The Parties agree that any document in electronic format or any document reproduced from an electronic format shall not be denied legal effect, validity, or enforceability, and shall meet any requirement to provide an original or hard copy.

F. This Agreement is made for the benefit of the Parties, and is not intended to benefit any third party or be enforceable by any third party. The rights of the Parties to terminate, rescind, or agree to any amendment, waiver, variation or settlement under or relating to this Agreement are not subject to the consent of any third party.

DocuSign Envelope ID: E7A8E1F9-01F4-45C3-B30F-049733054C99 FLEX SERVICES AGREEMENT ǀ Page 15 of 20
Copyright © 2020 ShotSpotter, Inc. – Confidential
All rights reserved under the copyright laws of the United States EACH PARTY’S ACCEPTANCE HEREOF IS EXPRESSLY LIMITED TO THE TERMS OF THIS

AGREEMENT AND NO DIFFERENT OR ADDITIONAL TERMS CONTAINED IN ANY CONFIRMATION,

PURCHASE ORDER, AMENDMENT OR OTHER BUSINESS FORM, WRITING OR MATERIAL SHALL HAVE ANY FORCE OR EFFECT UNLESS EXPRESSLY AGREED TO IN WRITING BY THE PARTIES.

CITY OF SALINAS SHOTSPOTTER, INC.

Accepted By (Signature) Accepted By (Signature)
Printed Name Printed Name
Title Title
Date Date
DocuSign Envelope ID: E7A8E1F9-01F4-45C3-B30F-049733054C99 3/2/2020 | 2:19 PM PST
Corporate Controller
Jean Chay
City Manager
2/28/2020 | 4:17 PM PST
Ray E. Corpuz, Jr.

FLEX SERVICES AGREEMENT ǀ Page 16 of 20
Copyright © 2020 ShotSpotter, Inc. – Confidential
All rights reserved under the copyright laws of the United States EXHIBIT A – SHOTSPOTTER PROPOSAL
ShotSpotter Price Quote #SALINPD012220 (Attached)
DocuSign Envelope ID: E7A8E1F9-01F4-45C3-B30F-049733054C99 FLEX SERVICES AGREEMENT ǀ Page 17 of 20
Copyright © 2020 ShotSpotter, Inc. – Confidential
All rights reserved under the copyright laws of the United States EXHIBIT B – SERVICE LEVEL AGREEMENT
ShotSpotter Gunshot Location System®
Reviewed Alert Service Levels
Summary
Under the terms and conditions of the ShotSpotter Services Agreement between ShotSpotter, Inc. (“ShotSpotter”) and Customer, ShotSpotter commits to meet or exceed the following Service Level Agreement (SLA) standards as it provides its ShotSpotter Gunshot Location Services1:

Service SLA and Measurement
Gunshot Detection
& Location
90% of unsuppressed, outdoor gunfire incidents, using standard, commercially available rounds greater than .25 caliber, inside the Coverage Area will be detected and located within 25 meters of the actual gunshot location.

Reviewed Alerts 90% of gunshot incidents will be reviewed and published in less than 60 seconds.

Service Availability The ShotSpotter Gunshot Location System service will be available to the Customer 99.9% of the time with online access to ShotSpotter data, excluding scheduled maintenance windows.

Gunshot Detection & Location Performance
ShotSpotter will detect and accurately locate to within 25 meters of the actual gunshot location 90% of unsuppressed, outdoor gunshots fired inside the contracted coverage area using standard, commercially available rounds greater than .25 caliber.

Reviewed Alerts Service
The ShotSpotter real-time Incident Review Center (IRC) will review at least 90% of all gunfire incidents within 60 seconds. This human review is intended to confirm or change the machine classification of the incident type, and, depending on the reviewer’s confidence level that the incident is or may be gunfire, will result in an alert (“Reviewed Alert”) sent to the Customer’s dispatch center, patrol car mobile data terminals (MDT), and officer smartphones (via the ShotSpotter App), based on the following criteria:

Incident Type Action
High confidence incident is gunfire Reviewed Gunfire Alert, (Single Gunshot “SG” or Multiple Gunshots “MG”) sent to Customer’s
dispatch center, patrol car mobile data terminals
(MDT), and officer smartphones (via the
ShotSpotter App)
Uncertain if incident is gunfire or not Reviewed Probable Gunfire (“PG”) Alert sent to Customer’s dispatch center, patrol car MDTs, and
officer smartphones
Low confidence incident is gunfire No alert will be sent; incident available for Customer review in the incident history available
through the Investigator Portal

1 See attached “ShotSpotter – Definition of Key Terms” for a complete definition of terms associated with this SLA and further details in the expanded definitions listed below the Summary. The basis for this SLA and performance measurement will be total gunshot incidents as defined by the Definition of Key Terms.

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Copyright © 2020 ShotSpotter, Inc. – Confidential
All rights reserved under the copyright laws of the United States Reviewed Alerts are sent to the Customer’s dispatch center, patrol car MDTs, and officer smartphones.

Information in a Reviewed Alert will include the following:
 “Dot on the map” with latitude and longitude indicating the location of the incident.  Parcel address closest to location of the incident.
 When available, additional situational awareness data points may be included, such as:
o Qualitative data on the type/severity of incident: Fully automatic, High Capacity o Other comments (if any)
The ShotSpotter App, and Investigator Portal provide the Customer with full and immediate access to incident history including information ShotSpotter uses in its internal review process. This information includes, among other things, the initial incident classification and any reclassifications of an incident, incident audio wave forms, and incident audio files. This data access is available as long as the Customer is under active subscription.

Service Availability
The ShotSpotter Gunshot Location Service2 will be able to detect gunfire and available to users with online access to ShotSpotter data 99.9% of the time, on a 24x7 by 365 day per year basis, excluding: a) scheduled maintenance periods which will be announced to Customer in advance; b) select holidays; and c) third party network outages beyond ShotSpotter’s control.

Customer SLA Credits
Each Service Level measurement shall be determined quarterly, the results of which will be reviewed during the periodic account review meetings with Customer. For each calendar quarter that ShotSpotter does not meet at least two of the three above standards, a fee reduction representing one free week of service (for the affected Coverage Area) for each missed quarter shall be included during a future Customer renewal.

Service Level Exclusions and Modifications
ShotSpotter takes commercially reasonable efforts to maintain Service Levels at all times. However, Service Level performance during New Year’s Eve and Independence Day and the 48-hour periods before and after these holidays, are specifically excluded from Service Level standards. During these excluded periods, because of the large amount of fireworks activity, ShotSpotter uses fireworks suppression techniques3.

The ShotSpotter sensors send incident information to the ShotSpotter cloud via third party cellular, wireless or wired networks. ShotSpotter is not responsible for outages on the third-party networks.

2 Flex service includes all database, applications, and communications services hosted by ShotSpotter, Inc. at our data center and specifically exclude Customer’s internal network or systems or 3rd party communications networks, e.g. Verizon, AT&T or Customer’s Internet Service Provider. 3 ShotSpotter will put the ShotSpotter system into "fireworks suppression mode" during this period in order to reduce the non-gunfire incidents required for human classification. ShotSpotter will formally inform the customer prior to the system being placed in fireworks suppression mode and when the mode is disabled. While in fireworks suppression mode, the incident alerts determined to be fireworks are not sent to the reviewer nor the Customer dispatch center, patrol car MDTs, and officer smartphones; however, these non-gunfire incidents will continue to be stored in the database for use if required at a later time.

DocuSign Envelope ID: E7A8E1F9-01F4-45C3-B30F-049733054C99 FLEX SERVICES AGREEMENT ǀ Page 19 of 20
Copyright © 2020 ShotSpotter, Inc. – Confidential
All rights reserved under the copyright laws of the United States Service Failure Notification
Should ShotSpotter identify any condition (disruption, degradation or failure of network, cloud, servers, sensors etc.) that impacts ShotSpotter’s ability to meet the Gunshot Detection & Location standard (above), ShotSpotter will proactively notify the Customer with: a) a brief explanation of the condition; b) how the Customer’s service is affected; and c) the approximate timeframe for resolution. ShotSpotter will also notify the Customer once any such condition is resolved.

Customer Responsibilities
The purpose of the Reviewed Alert service is to provide incident data to the Customer, reviewed, analyzed and classified in the manner described above. However, it is the sole responsibility of the Customer to interpret the data provided, and to determine any appropriate follow-up reaction or response, including whether or not to dispatch emergency responder resources based on a Reviewed Alert. ShotSpotter does not assume any obligation, duty or responsibility for reaction, response, or dispatch decisions, which are solely and exclusively the responsibility of Customer, or for the consequences or outcomes of any decisions made or not made by the Customer in reliance, in whole or in part, on any services provided by ShotSpotter.

Customer must inform ShotSpotter when Verified Incidents of gunfire are missed by the ShotSpotter Gunshot Location System in order to properly calculate Performance Rate, as defined below.

Customer is responsible for providing any required workstations, mobile devices and internet access for the Customer’s dispatch center, patrol car MDTs, and officer smartphones, or Investigator Portal.

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Copyright © 2020 ShotSpotter, Inc. – Confidential
All rights reserved under the copyright laws of the United States ShotSpotter – Definition of Key Terms
The ShotSpotter Gunshot Location System will provide data for correct detection and accurate location for ninety percent (90%) of detectable (outdoor, unsuppressed) community gunfire which occurs within a coverage area, the “Coverage Area”, provided the measurement is Statistically Significant, as defined below. This performance rate shall be calculated as a percentage as follows:

𝑃𝑒𝑟𝑓𝑜𝑟𝑚𝑎𝑛𝑐𝑒 𝑅𝑎𝑡𝑒 =
𝑁𝑢𝑚𝑏𝑒𝑟𝐴𝑐𝑐𝑢𝑟𝑎𝑡𝑒𝑙𝑦𝐿𝑜𝑐𝑎𝑡𝑒𝑑
(𝑁𝑢𝑚𝑏𝑒𝑟𝐴𝑐𝑐𝑢𝑟𝑎𝑡𝑒𝑙𝑦𝐿𝑜𝑐𝑎𝑡𝑒𝑑 + 𝑁𝑢𝑚𝑏𝑒𝑟𝑁𝑜𝑡𝐷𝑒𝑡𝑒𝑐𝑡𝑒𝑑 + 𝑁𝑢𝑚𝑏𝑒𝑟𝑀𝑖𝑠𝑙𝑜𝑐𝑎𝑡𝑒𝑑) where the “Performance Rate” is a number expressed as a percentage, “NumberAccuratelyLocated” is the number of “Gunfire Incidents” occurring within the Coverage Area during the specified period for which the ShotSpotter produced an Accurate Location, NumberMislocated is the number of Verified Incidents (a “Verified Incident” is an incident where Customer has physical or other credible evidence that gunfire took place) for which the ShotSpotter produced an inaccurate location (i.e., a Mislocated Incident), and NumberNotDetected is the number of Verified Incidents for which the ShotSpotter failed to report a location at all (i.e., Missed Incidents).

An “Accurate Location” shall mean an incident located by the ShotSpotter to a latitude/longitude coordinate that lies within a 25-meter radius of the confirmed shooters location (25 meters = approximately 82 feet). “Detectable Gunfire” incidents are unsuppressed discharges of ballistic firearms which occur fully outdoors in free space (i.e. not in doorways, vestibules, windows, vehicles, etc.) using standard commercially available rounds of caliber greater than .25.

ShotSpotter Review Period is measured as the period commencing when the Incident Review Center (IRC) receives the alert and the first audio download to the time it is published to the customer ShotSpotter performance is guaranteed after a “Statistically Significant” set of incidents has been detected in accordance with timeframes set forth herein and following DQV and commercial system acceptance.

The ShotSpotter system is designed to detect gunfire which is typically well distributed throughout the Coverage Area; however, performance should not be construed to mean that 90% of gunfire fired at any given location within the Coverage Area will be detected and located within the guaranteed accuracy.

The ShotSpotter Gunshot Location system is not a “point protection” system and is therefore not designed to consistently detect gunfire at every single location within the Coverage Area, but rather to Accurately Locate 90% of the Detectable Incidents in aggregate throughout the entire Coverage Area. There may be certain locations within the Coverage Area where obstacles and ambient noise impede and/or overshadow the propagation of acoustic energy such that locating the origin at those positions is inconsistent or impossible. The Performance Rate calculation is thus specifically tied to the Community Gunfire across the entire Coverage Area.

Statistically Significant shall be defined as measurements and calculations which shall be performed as follows: (a) Across an entire Coverage Area; (b) Aggregating over a period of at least 30 days under weather conditions seasonally normal for the area; and (c) Provided that the total number of gunfire incidents being counted is equal to or greater than: (i) thirty (30) incidents for systems of up to three (3) square miles of Coverage Area, or (ii) ten (10) incidents multiplied by the number of square miles of Coverage Area for systems where one or more Coverage Areas are three (3) square miles or larger.

DocuSign Envelope ID: E7A8E1F9-01F4-45C3-B30F-049733054C99 Quotation
DATE 1/22/2020
7979 Gateway Blvd., Suite 210 Quotation # SALINPD012220 Newark, CA 94560-1156 Customer ID Salinas PD
Phone (888) 274-6877 Fax (650) 887-2106
Quotation For: Quotation valid until: 2/21/2020
Commander Bryan Cupak Prepared by: K Isotalo
Salinas Police Department
222 Lincoln Avenue
Salinas, CA 93901
Comments or Special Instructions:

SALESPERSON P.O. NUMBER SHIP DATE SHIP VIA
Barrett Electronic
QUANTITY (mi²) UNIT PRICE
(per mi²) TAXABLE? AMOUNT
7 $65,000.00 $ 455,000.00
SUBTOTAL $ 455,000.00

TAX RATE

SALES TAX -

OTHER -
TOTAL $ 455,000.00
Please indicate your acceptance of this quote by issuing a Purchase Order referencing the Quotation # above.

ShotSpotter will issue an invoice once we receive the PO.

If you have any questions concerning this quotation, please contact Karen Isotalo - Director, Sales Operations at 510-298-8668 or [email protected] ShotSpotter Annual Subscription Services for
12/14/2019 to 12/13/2020.

DESCRIPTION
Renewal of Annual Subscription Services for December 14, 2019 through December 13, 2020 for the 7 mi² coverage area. These services will be delivered according to the existing Flex Services Agreement dated August 31, 2016.

TERMS
Net 30
THANK YOU FOR YOUR BUSINESS!
DocuSign Envelope ID: E7A8E1F9-01F4-45C3-B30F-049733054C99 City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#22-617, Version: 1
Direct Purchase of Equipment for Police SWAT and VSTF Teams Approve a Resolution amending the vendor for a purchase previously approved via Resolution 22462 authorizing the direct purchase of weapons for the SWAT and VSTF Teams, for a total cost not to exceed $7,882.25.

City of Salinas Page 1 of 1 Printed on 11/9/2022
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CITY OF SALINAS

COUNCIL STAFF REPORT
DATE: NOVEMBER 15, 2022
DEPARTMENT: SALINAS POLICE DEPARTMENT
FROM: ROBERTO FILICE, CHIEF OF POLICE
BY: TONYA ERICKSON, POLICE SERVICES ADMINISTRATOR
TITLE: DIRECT PURCHASE OF EQUIPMENT FOR SWAT AND VSTF
RECOMMENDED MOTION:

A motion to approve a Resolution amending the vendor for a purchase previously approved via Resolution 22462 authorizing the direct purchase of two Daniel Defense MK 18 rifles, two breaching shotguns, and one Heckler & Koch MP5K-N gun for a total cost not to exceed $7,882.25.

RECOMMENDATION:

Staff recommends that City Council authorize a Resolution amending a vendor for the direct purchase of equipment to be used by the department’s Special Weapons and Tactics (SWAT) and Violence Suppression Task Force (VSTF) Teams. The Equipment will be purchased from Adamson Police Equipment, Royal Arms, and All State Police Equipment for a total cost not to exceed $7,882.25.

EXECUTIVE SUMMARY:

On August 23, 2022, City Council approved Resolution 22462 for the direct purchase of five specialized weapons. The Daniel Defense MK 18 rifles and the breaching shotguns were successfully purchased from the approved vendors. The previously selected vendor for the Heckler & Koch MP5K-N submachine gun is no longer able to provide this equipment, thus we are requesting to change vendor to All State Police Equipment Inc. The total not to exceed cost of $7,882.25 for all items remains the same.

BACKGROUND:

On August 23, 2022, City Council approved Resolution 22462 for the direct purchase of five specialized weapons for the Salinas Police Department’s Special Weapons and Tactics (SWAT) and Violence Suppression Task Force (VSTF) Teams. The Daniel Defense MK 18 rifles and the breaching shotguns were successfully purchased from Adamson Police Equipment and Royal Arms. The previously selected vendor for the Heckler & Koch MP5K-N submachine gun is no longer able to provide the necessary equipment, thus we are requesting to change vendors to All Page | 2
State Police Equipment Inc for this item. The total not to exceed cost of $7,882.25 for all equipment remains the same.

Assembly Bill 481 – Military Equipment Funding, Acquisition, and Use, requires the Salinas Police Department to obtain approval from the Salinas City Council prior to the funding, acquisition, or use of “Military Equipment” as defined by the Bill. The weapons within this request meet the criteria of AB 481 thus we are requesting approval for this vendor change prior to making the purchase. More information about AB 481, including Salinas Police Department’s policy and equipment inventory are available at www.salinaspd.org/assembly-bill-481. Salinas Police Department Policy 709 Addendum A provides the applicable equipment inventory, including the purpose of equipment, cost, lifespan, and authorized use.

There are no local vendors that sell these specialized weapons. Given the absence of local vendors, as well as the information provided, the City Council has the authority to approve this direct purchase, and vendor change, under Salinas Municipal code Section12-27 and without application of the local purchasing preference pursuant to Salinas Municipal Code Section 12-28.080.

POLICE COMMUNITY ADVISORY COMMITTEE:

The Police Chief discussed this vendor change in his Chief’s Report to the Police Community Advisory Committee on October 26, 2022. The Committee had no questions regarding this purchase or change in vendor.

CEQA CONSIDERATION:

Not a Project. The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

STRATEGIC PLAN INITIATIVE:

Approving the proposed resolution will support the City Council’s Strategic Plan Goal of Public Safety.

DEPARTMENTAL COORDINATION:

The Police Department will coordinate with the Finance Department during purchasing.

FISCAL AND SUSTAINABILITY IMPACT:

No new funds are requested to support this purchase which was previously approved by City Council via Resolution 22462. Funds are appropriated and available within the Police Department’s Patrol and VSTF Division budgets, accounts 1000.40.4220 and 1200.40.4343.

ATTACHMENTS:

Resolution
Resolution 22462, approved 8/23/2022
1 RESOLUTION NO. (N.C.S.)

RESOLUTION AUTHORIZING THE DIRECT PURCHASE OF EQUIPMENT

FOR SWAT AND VSTF
WHEREAS, the Salinas Police Department’s Special Weapons and Tactics (SWAT) and Violence Suppression Task Force (VSTF) Teams have a need for five specialized weapons, specifically two Daniel Defense MK 18 rifles, two breaching shotguns, and one Heckler & Koch MP5K-N submachine gun; and
WHEREAS, the weapons being requested are defined as “Military Equipment” per Assembly Bill 481 (AB 481), thus require City Council approval prior to purchase; and WHEREAS, on August 23, 2022 the City Council approved Resolution 22462 for the direct purchase of these five specialized weapons from identified vendors; and WHEREAS, the vendor identified in Resolution 22462 for the direct purchase of the Heckler & Koch MP5K-N submachine gun is no longer able to provide the equipment, and the Police Department has identified an alternate vendor, All State Police Equipment to provide this equpment; and
WHEREAS, the City Council can approve this purchase pursuant to Salinas Municipal Code Section 12-27 (exception to low-bid based competition) in contracting for equipment, materials, supplies and services and pursuant to Salinas Municipal Code 12-28 (local purchasing preference).

NOW, THEREFORE, BE IT RESOLVED the Salinas City Council authorizes the direct purchase of two Daniel Defense MK 18 rifles from Adamson Police Equipment; the direct purchase of two Breaching Shotguns from Royal Arms; and the direct purchase of one Heckler & Koch MP5K-N Submachine Gun from All State Police Equipment. The total cost for all equipment shall not exceed $7,882.25.

PASSED AND APPROVED this 15th day of November, 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:
2 ______________________________
Kimbley Craig, Mayor
ATTEST:
_________________________
Patricia M. Barajas, City Clerk
1 RESOLUTION NO. 22462 (N.C.S.)

RESOLUTION AUTHORIZING THE DIRECT PURCHASE OF EQUIPMENT

FOR SWAT AND VSTF
WHEREAS, the Salinas Police Department’s Special Weapons and Tactics (SWAT) and Violence Suppression Task Force (VSTF) Teams have a need for five specialized weapons, specifically two Daniel Defense MK 18 rifles, two breaching shotguns, and one Heckler & Koch MP5K-N gun; and
WHEREAS, the weapons being requested are defined as “Military Equipment” per Assembly Bill 481 (AB 481), thus require City Council approval prior to purchase; and WHEREAS, there are no local vendors available for this specialized police equipment and Royal Arms, Adamson Police Equipment, and John Doe Investigations have provided quotes; and WHEREAS, the City Council can approve this purchase pursuant to Salinas Municipal Code Section 12-27 (exception to low-bid based competition) in contracting for equipment, materials, supplies and services and pursuant to Salinas Municipal Code 12-28 (local purchasing preference).

NOW, THEREFORE, BE IT RESOLVED the Salinas City Council authorizes the direct purchase of two Daniel Defense MK 18 rifles from Adamson Police Equipment for a total cost of $2,939.80; the direct purchase of two Breaching Shotguns from Royal Arms for a total cost of $1,884.54 including sales tax; and the direct purchase of one Heckler & Koch MP5K-N Gun from John Doe Investigations for a total cost of $3,057.91 including sales tax.

PASSED AND APPROVED this 23rd day of August 2022, by the following vote:

AYES: Councilmembers: Barrera, Cromeenes, Gonzalez, Osornio, Rocha and Mayor Craig NOES: None
ABSENT: Councilmember McShane
ABSTAIN: None
DocuSign Envelope ID: 4D10146F-6854-49FD-808B-2282834B65D3 2 APPROVED:
______________________________
Kimbley Craig, Mayor
ATTEST:
_________________________
Patricia M. Barajas, City Clerk
DocuSign Envelope ID: 4D10146F-6854-49FD-808B-2282834B65D3 City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#22-618, Version: 1
Salinas Fire Department City Hall Tenant Improvement Furnishing and Contingency Approve a Resolution authorizing an agreement with Peninsula Business Interiors for the furnishing and installation of workstations in an amount not to exceed $132,654.23 plus a 10% contingency.

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CITY OF SALINAS

COUNCIL STAFF REPORT
DATE: NOVEMBER 15, 2022
DEPARTMENT: FIRE DEPARTMENT
FROM: SAMUEL KLEMEK, FIRE CHIEF
TITLE: SALINAS FIRE DEPARTMENT CITY HALL TENANT

IMPROVEMENT FURNISHING AND CONTINGENCY
RECOMMENDED MOTION:

A motion to approve a Resolution authorizing:

1. The execution of an agreement with Peninsula Business Interiors for the furnishing and installation of all workstations and shared workspaces part of the Salinas Fire Department Tenant Improvement Project, in an amount not to exceed $132,654.23 plus a 10% contingency.

2. Transfer of $125,903.72 available in the Fire Department’s CIP 9541 to CIP 9300 as noted in the Fiscal Impact section.

3. An increase of $125,903.72 in the CIP 9300 appropriation.

EXECUTIVE SUMMARY:

In 2021, the Salinas Fire Department requested and received authorization from City Council to commence the Salinas City Hall Tenant Improvement Project. Premier Builders was awarded the project in 2021, commenced construction in 2022, and provided an estimated date of completion of March 31, 2023. In preparation for the Fire Department Administration and Prevention divisions to move, Fire Administration sought and received a quote from Peninsula Business Interiors for the purchase and installation of furnishings for all workstations and shared workspace for a total of $132, 654.23. In addition, Salinas Fire is requesting the transfer of available CIP 9541 funds in the amount of $125,903.72 into the project’s CIP 9300 account.

BACKGROUND:

On February 16, 2021, City Council approved Resolution No. 22503 authorizing the improvements of the West Wing of City Hall for the move of the Fire Department Administration and Fire Prevention staff. On December 14, 2021, City Council approved Resolution No. 22266, authorizing a contract with Premier Builders. The tenant improvements to the west wing of City Hall would be used to offset the loss of space caused by the termination of the Abbott St. training facility lease and future alternative classroom space. Also, as the pandemic began and while Page | 2
attempting to implement COVID-19 restrictions, set forth by the Centers for Disease Control, the Fire Department noted challenges with its current workspace configuration. In addition, the division of Fire Administration and Prevention divisions have caused operational inefficiencies in personnel management and collaboration. Premier Builders has provided an estimated date of completion of March 31, 2023. In preparation for the Fire Department Administration and Prevention division’s transition into the west wing of City Hall, Fire Administration sought and received a quote from Peninsula Business Interiors to purchase and install furnishings for all workstations and shared workspace. The Fire Department is also seeking to appropriate funding available on the CIP 9541 - Fire Department’s Fire Station Repairs account toward the Salinas Fire Department City Hall Tenant Improvement CIP 9300 account to cover furnishing and future contingencies. On December 14, 2021, the City Council approved the use of $50,000 from the project’s 9300 CIP account for the purchase of furniture. The funds are currently available in the 9300 CIP account however, due to current market conditions directly associated with the COVID19 pandemic, the cost of furnishing the space has increased. In addition, $125, 903.72 of savings incurred from the receipt of ARPA funds appropriated for Fire Station Renovations, are available for the purchase and installation of furnishings and to create a contingency for the successful completion of the project. The Fire Department is requesting the transfer of funding as outlined in the Fiscal Impact section to consolidate funding for the project.

CEQA CONSIDERATION:

Not a Project. The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

STRATEGIC PLAN INITIATIVE:

This project addresses the current City Council’s Goals of Operational Efficiency and Public Safety.

DEPARTMENTAL COORDINATION:

The Fire Department will seek the collaboration of the Finance Department during the purchasing process and appropriation of requested funds.

FISCAL AND SUSTAINABILITY IMPACT:

Staff is requesting the necessary transfers of $125, 903.72 from the CIP No. 9541 to consolidate all funding into the CIP 9300-66.4000 account. Staff is also requesting the approval of $132,654.23 and a possible 10% contingency for furnishing from the CIP 9300 account. The Fire Department will collaborate with the Finance Department during the purchasing process.

ATTACHMENTS:

Resolution
PBI Quote
RESOLUTION NO.____________(N.C.S.)

A RESOLUTION AUTHORIZING AN AGREEMENT WITH PENINSULA BUSINESS

INTERIORS FOR THE FURNISHING OF THE SALINAS FIRE DEPARTMENT CITY HALL TENANT IMPROVEMENT PROJECT AND THE TRANSFER OF CIP 9541 FUNDS INTO THE CIP 9300 PROJECT FUND
WHEREAS, In 2021, the Salinas Fire Department requested and received authorization from City Council to commence the Salinas City Hall Tenant Improvement Project; and, WHEREAS, The tenant improvements to the west wing of City Hall will be used as an alternate training facility, to provide adequate spacing for Administration and Prevention staff, and improve operational efficiency; and,
WHEREAS, Premier Builders was awarded the project in 2021, commenced construction in 2022, and provided an estimated date of completion of March 31, 2023; and, WHEREAS, in preparation for the move, Fire Administration sought and received a quote from Peninsula Business Interiors for the purchase and installation of furnishings for all workstations and shared workspace for a total of $132, 654.23; and WHEREAS, Salinas Fire has a need to transfer available CIP 9541 funds into the CIP 9300 account in the amount of $125,903.72, to award a contract for furnishings and add to contingencies.

NOW, THEREFORE, BE IT RESOLVED BY THE SALINAS CITY COUNCIL that pursuant to Salinas Municipal Code section 12-27 the City Council authorizes the Purchasing Agent to purchase furnishings as identified in the attached quote from Peninsula Business Interiors in an amount not to exceed $132,654.23 plus a 10% contingency; and BE IT FURTHER RESOLVED that the City Council authorizes the transfer of $125,903.72 available in the CIP 9541 account into the Salinas City Hall Tenant Improvement CIP 9300 account; and
BE IT FURTHER RESOLVED that the City Council authorizes an increase of $125,903.72 in the appropriation of CIP 9300.

PASSED AND APPROVED this 15th day of November 2022 by the following vote:

YES:

NOES:

ABSENT: APPROVED:
______________________________
Kimbley Craig, Mayor
ATTEST:
_______________________________
Patricia M. Barajas, City Clerk
Quotation 686379
Quote Date 09/27/22
Customer SAL135
Terms Net 30
Account Representative Casey Faylor
Lucas Aledo
Salinas Fire Dept
222 Lincoln Ave
Salinas CA 93901-2758

KESHIA KNGUYEN
City of Salinas Finance Dept
426 WORK ST
Salinas CA 93901-2639
Quote To Ship To
Phone +1 (831) 758-7233
[email protected], [email protected]
[email protected]
Sales taxes shown are at current rates, but subject to change without notice to those rates applicable at the time of invoicing.

Pricing is based on a single delivery during regular hours with elevator accessibility.

Pricing does not include the removal or the disposal of any existing furniture UNLESS OTHERWISE NOTED ON LABOR LINE “PLEASE NOTE: ALL AREAS MUST BE FREE AND CLEAR PRIOR TO ARRIVAL. ANY STANDBY TIME AND/OR RESCHEDULING MAY INCU ADDITIONAL CHARGES”
This quote expires in 30 days.

A signed copy of this quote and full payment is required to place order.

Product specified below is made to order. It is non-returnable and non-refundable.

Signature of this document accepts all products and finishes contained herein.

A friendly reminder; the following is the responsibility of the customer at time of install/service ·Work areas must be free and clear of all personal items and electronics, and files must be empty, if being moved, to prevent possible damage or injuries.
·IT personnel is needed to remove any existing computers, and remove/install data/phone cables, when necessary. ·Installation of new powered panel systems – A certified electrician is needed to connect the base feed to building power. ·Reconfiguration / Service on existing panel systems – We require that all workstations be powered down at the circuit breaker, or the base feed disconnected from the main power source by a certified electrician. This change is to prevent electrical shock, injury or even death, to our Installers, Drivers, Service Techs, Refurb Techs, Temporary Employees and Subcontractors.

Description Quantity Unit Price Extended Price
1 490412 - Move; Chair, Plastic back, Arms, Glides 2T 288.37 576.74 FRAME: 4799 PLATINUM METALLIC
SHELL: 6205 BLACK
Quotation 686379