Amendment No. 7 to Professional Design Service Agreement with Dewberry Engineering for the Hollister Avenue Bridge Project — Goleta City Council, April 18, 2023 (part 2 of 2)

AMENDMENT NO. 5

TO A PROFESSIONAL SERVICES AGREEMENT

BETWEEN THE CITY OF GOLETA
AND

DEWBERRY ENGINEEERING
This Amendment No. 5 to a PROFESSIONAL DESIGN SERVICES by and between the City of Goleta , a municipal corporation (“City”) and DEWBERRY ENGINEERING, a New York Corporation (“Consultant”) date April 16, 2013 (“Agreement," Agreement, No. 2013-028) is made this 19th day of May, 2020.

RECITALS
WHEREAS, this Agreement is for the professional design engineering services in conjunction with the Hollister Avenue Bridge Replacement Project; and WHEREAS, on April 16, 2013, the parties entered into an agreement for the total compensation amount not to exceed eight hundred sixty-five thousand seven hundred fifty-nine dollars ($865,759) with a termination date of November 30, 2015; and WHEREAS, on February 3, 2015, the Agreement was amended so as to provide additional compensation of $617,307 (“Amendment No.1”); and WHEREAS, on November 17, 2015, the Agreement was amended so as to extend the termination date of the Agreement to December 31, 2017(“Amendment No. 2”); and WHEREAS, on June 20, 2017, the Agreement was amended so as to provide additional compensation of $349,113 and extend the termination date of this Agreement to June 30, 2019 (“Amendment No. 3”); and
WHEREAS, on March 5, 2019, the Agreement was amended so as to provide additional compensation of $142,520 and extend the termination date of this Agreement to June 30, 2021 (“Amendment No. 4”); and
WHEREAS, the Agreement between City and Consultant currently provides in Section 3 Subsection (a) for the total compensation amount not to exceed two million and fifteen thousand eight hundred fifty-six dollars ($1,974,699); and WHEREAS, the parties desire to amend the Agreement so as to provide for additional compensation in the amount of one hundred and ninety-nine two hundred and twelve dollars ($199,212 ) for additional tasks in conjunction with the Hollister Avenue Bridge Replacement Project; and
WHEREAS, the Agreement between City and Consultant currently provides in Section 6 for the termination of the Agreement of June 30, 2021; and

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WHEREAS, the parties desire to amend the Agreement so as to extend the termination of the Agreement to June 30, 2023; and
WHEREAS, the Agreement between City and Consultant currently provides in Exhibit A entitled “Scope of Work” the complete and particular description of services as set forth for Consultant; and
WHEREAS, the parties desire to amend Exhibit “A-4” of the Agreement by adding additional services related to development and approval of the off-site restoration plan, design modification related to revisions to fish-passage design, additional geotechnical design and reporting, and additional right of way appraisal and negotiations work as more completely and particularly set forth in the Scope of Work, attached as Exhibit "A-5"; and WHEREAS, the Agreement between City and Consultant currently provides in Exhibit B-3 Schedule of Fees the hourly rates of Consultant; and WHEREAS, the parties desire to amend Exhibit B-3 Schedule of Fees to reflect updated rates reflected in Exhibit B-4 Schedule of Fees, attached and incorporated herein and shall be binding upon Consultant until June 30, 2023; and WHEREAS, the City Council approved this Amendment No. 5, on this 19th day of May, 2020.

AMENDED TERMS
Now therefore City and Consultant agree as follows that the Agreement be, and hereby is, amended as follows:

1. Section 3 Subsection (a). COMPENSATION AND PAYMENT of the Agreement is amended to add an additional authorized amount of $199,212 and to read in its entirety:
(a) Maximum and Rate . The total compensation payable to CONSULTANT by CITY for the services under this AGREEMENT SHALL NOT EXCEED the sum of $2,173,911 (herein "not to exceed amount") and shall be earned as the work progresses on the following basis:

Hourly at the hourly rates and with reimbursement to CONSULTANT for those expenses set forth in CONSULTANT's Schedule of Fees marked Exhibit "B-4," attached and incorporated herein. The rates and expenses set forth in that exhibit shall be binding upon CONSULTANT until June 30, 2023 after which any change in said rates and expenses must be approved in writing by CITY's Project Manager as described in section 5 (CITY is to be given 60 days notice of any rate increase request), provided the not to exceed amount is the total compensation due CONSULTANT for all work described under this AGREEMENT.

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2. Section 6. TERM, PROGRESS AND COMPLETION of the Agreement is amended to extend the term for an additional twenty-four months to read in its entirety.

The term of this Agreement is from the date first written above to June 30, 2023, unless the term of this Agreement is extended or the Agreement is terminated as provided for herein.

CONSULTANT shall not commence work on the services to be performed until (i) CONSULTANT furnishes proof of insurance as required by Section 10 below, and (ii) CITY gives written authorization to proceed with the work provided by CITY’s Project Manager. All services shall be completed within the term of this Agreement following the notice to proceed.

3. This Agreement is amended to deleted and replace in its entirety:

Exhibit A-4 “Scope of Work” with Exhibit A-5 “Scope of Work”attached hereto and incorporated herein.

4. This Agreement is amended to deleted and replace in its entirety:

Exhibit B-3 “Schedule of Fees” with Exhibit B-4 “Schedule of Fees”attached hereto and incorporated herein.

5. Except as otherwise specifically provided herein, all other provisions of the Agreement shall remain in full force and effect.

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In concurrence and witness whereof, this Amendment No. 5 has been executed by the parties effective on the date and year first above written.

CITY OF GOLETA CONSULTANT _________________________ _________________________
Michelle Greene, City Manager Dennis Haglan, Vice President

A T T E S T :
__________________________ _________________________ Deborah Lopez, City Clerk Craig Drake, Vice President

APPROVED AS TO FORM
__________________________
Winnie Cai, Assistant City Attorney

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Exhibit A-5

SCOPE OF WORK
This scope of work describes the tasks required to prepare and deliver the construction documents for the Hollister Avenue Bridge Replacement Project. Drake Haglan & Associates is the prime engineering consultant leading all tasks and directing a team of subconsultants for certain tasks. DHA shall assure that all tasks are completed regardless of any designation for primary responsibility. The firm with primary responsibility for each task is indicated in parentheses for each task. The firms are designated as follows:

Drake Haglan & Associates, Inc.
(DHA) Hamner, Jewell and
Associates (HJA) MNS Engineers,
Inc. (MNS)
URS Corporation (URS)
Fugro Consultants, Inc. (Fugro)
David R. Black & Associates
(OBA) Rincon Consulting
(RINCON)
"Consultant shall mean DHA."
Task 1: Management and Quality Control:

1.1 Project Management (DHA)
Consultant shall manage the project by tracking the · schedule, budget, and value of the products produced.

Consultant shall create and maintain an "issues log" for the project, including issue, the responsible decision-maker for that issue, and the date the decision was made; transmit issues log to the City on a regular basis.

Consultant shall prepare progress summary reports to be submitted monthly. Progress summary reports shall identify work completed to date, work anticipated for the next month, and action items necessary to keep the project on track and moving forward, in bullet point format.

1.2 Schedule and Facilitate Meetings (DHA)
Consultant shall schedule, chair, and prepare meeting agendas and notes for Project Development Team (PDT) meetings. Consultant shall submit agendas for review prior to the meetings. Distribute notes to all attendees, everyone who was invited, and the City's Project Manager within five (5) working days after the meeting. Include in the notes a list of attendees with phone numbers and email, a synopsis of discussion items , any pertinent information, decisions made, action items, and follow-up to action items. Assume that most PDT meeting will be conference calls, with face-to-face meetings as needed.

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Consultant shall attend and present information, as required, at meetings with the City's Project Team, with stakeholder groups, or before the City Council.

1.3 Develop and Update Project Schedule (DHA)
Consultant shall prepare a project schedule utilizing Microsoft Project. Provide an updated project schedule and reports of progress at a minimum of monthly intervals. The schedule will show plan check submittals at the 35% (Concept Review), 65% (Check Plans & Specs), 95% (Check PS&E) and Final stages for City review and comment. The schedule will also include milestones for bidding support, construction support and construction timing as line items.

Consultant shall provide full detail of schedule tasks and subtasks, including City function timeline, critical path, and other outside sources such as right-of-way, relevant City Council meetings, Caltrans review periods and reviews periods by outside agencies. The schedule will indicate anticipated durations for all tasks and review periods.

Consultant shall integrate the Hollister Avenue Bridge Replacement project schedule into the Ekwill Fowler Project schedule.

1.4 Quality Assurance /Quality Control (DHA)
Consultant shall conduct Quality control reviews prior to the following submittals:
• General Plan and Bridge Type Selection
• 65% Plan Submittal
• 95% PS&E
• Final PS&E
Consultant shall review plans for compatibility between design disciplines, including a Road Plan Review as described in the Caltrans Memo to Designers 2-25 . Review plans for consistency with the Ekwill-Fowler project.

Consultant shall review the Structure plans prior to the 65% Plan Submittal for compliance with the geotechnical recommendations.

1.5 Additional Project Management (Amendment 1 ):

Consultant shall provide additional project management time required for the oversight of the channel wall design, sewer relocation design, and hazardous material structure survey work.

Consultant shall provide internal quality control on these items prior to submitting any deliverables to the City.

1.6 Additional Project Management (Amendment 3):

Consultant shall provide additional project management time required for the oversight of the of the NEPA revalidation, the reworking of the right of way mapping, appraisals and acquisitions, the changes to the roadway, bridge and channel design and the logistics of the additional Caltrans submittal. DHA will provide internal quality control on these items prior to submitting any deliverables to the City.

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1.7 Additional Project Management (Amendment 5):

Consultant shall provide additional project management time required to oversee the development and approval of the off-site restoration site and the design revisions to accommodate new fish-passage modifications.

Deliverables:
• Monthly progress reports with action item log and schedule update • Meeting Agendas and Notes for meetings held at City office (4) • Bi-weekly PDT Phone Conferences Agendas and Notes
• Project ftp site instructions & QC checklists with milestone submittals • QA/QC Checklist
Task 2: Environmental Review for CEQA/NEPA and Technical Studies (URS):

The environmental documents for this project are a Categorical Exclusion with Technical Studies for NEPA, and an MND for CEQA. Prior CEQA studies (IS/MND) will be utilized to streamline the preparation of the environmental documents.

Review CEQA/NEPA Strategy with Caltrans
Consultant shall consult with the City to determine whether an addendum or new MND is the best choice for the Project's CEQA documentation, and if a Categorical Exclusion (CE) with Technical Studies can satisfy NEPA.

In anticipation of a CE, Consultant shall prepare a jurisdictional delineation, and update the California Red-Legged Frog, floristic and other wildlife biological surveys of the Hollister Avenue Bridge location. Using these updated and new biological studies, prepare an NES-MI and a Biological Assessment for steelhead critical habitat and the California red-legged frog. Consultant shall prepare other technical studies and memoranda based on existing data contained in the previous San Jose Creek Project MND and Addendum, with new studies as needed. Consultant shall utilize technical studies prepared in support of the Ekwill-Fowler Project EIR and NEPA Categorical Exclusion as these studies contain baseline data and evaluated construction-related impacts in the area immediately upstream of the existing Hollister Avenue Bridge. Consultant shall prepare all technical studies in accordance with the Caltrans SER.

Visual Impact Assessment (VIA) Report
Consultant shall prepare a Visual Impact Assessment technical memorandum that references and includes the VIA prepared for the Ekwill-Fowler project as an appendix. The technical memorandum shall include a description of the existing visual setting, updated for future improvements that will be constructed as part of the Ekwill-Fowler Project, and assess potential visual impacts from the bridge replacement project.

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jurisdictional limits of the USAGE and CDFG in the project, as well as the limits of the City's ESHA.

Where field observations suggest that three-parameter wetland conditions may be present, wetland boundaries shall be delineated in accordance with the field procedures set forth in the USACE's Wetland Delineation Manual.

Following completion of the field delineation, Consultant shall prepare a Jurisdictional Delineation Report containing accurate, quantitative descriptions of the site's jurisdictional waters, including maps prepared in accordance with the USACE's most current specifications . Submit the Jurisdictional Delineation Report in draft form for review. The final version shall be an appendix to the MND, providing substantial evidence for the CEQA analysis of impacts to the creek. The report shall also accompany the USAGE, CDFG, and Central Coast RWQCB permit applications described under Task 9.

Floristic and Breeding Bird Surveys
Consultant shall conduct focused surveys for plants and breeding birds and document findings .

Conduct a single field visit to the site during the spring nesting season in April or May 2013.

Consultant shall survey all areas within 100 feet upstream and downstream of the project area, and document all plants and wildlife observed . Consultant shall perform the bird survey with a biologist qualified to identify Santa Barbara County birds by sight and sound, scanning the survey area with binoculars and listening for vocalizations. Consultant shall conduct the floristic survey with a qualified botanist, thoroughly investigating the survey area on foot and compiling a list of all plant species present.

Consultant shall prepare a brief letter report presenting the results of the biological survey. The letter report shall contain a map illustrating the project area and the limits of the area surveyed, as well as locations of any sensitive resources detected. The letter report shall be cited in the MND to substantiate the baseline environmental conditions regarding biological resources and shall also be included as an appendix to the NES-MI for the project.

California Red-legged Frog Protocol Surveys and No-Effect Letter Consultant shall conduct and document renewed surveys for California red-legged frog during the 2013 season, using the most recent USFWS survey protocol. The survey effort will be led by a qualified biologist holding a valid Section 10(a)(1)(A) recovery permit for this species.

As per the survey protocol, a total of two (2) daytime surveys and four (4) nighttime surveys are to be conducted during the breeding season to be concentrated between February 25 and April 30 to meet protocol recommendations and complete the efforts as early as possible, and an additional one daytime survey and one nighttime survey are proposed during the non-breeding season, after July 1. As required by the survey protocol, separate the nighttime surveys by at least one week's time, although daytime and nighttime surveys may be conducted on the same day.

Consultant shall document the surveys in a brief letter report that includes project location, methods, results, and a map of the survey area , illustrating the locations of any Cal ifornia red- legged frogs detected. Consultant shall cite this letter report in the Biological Resources section of the MND and place it in an appendix to the NES-MI for the project.

Consultant shall prepare a draft "no effect" determination letter, using the Caltrans template, and submit to the FHWA (Caltrans) for finalization. Provide a copy of the final letter to the USACE as a part of the Section 404 application process (see Task 9).

Natural Environment Study (Minimal Impacts)
Consultant shall prepare a Natural Environment Study (Minimal Impacts) (NESMI), in

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conformance with Caltrans' Standard Environmental Reference. The NESMI shall contain the following information:
• Executive Summary
• Introduction, explaining the purpose of the project and the NESMI • Description of the study methods used to determine project impacts in the NESMI • Description of the project's environmental setting, focusing on existing biological resources
• Analysis of the project's impacts on biological resources • Discussion of avoidance, minimization, and mitigation measures proposed; measures shall be identical to those identified in the Biological Resources section of the MND • A list of regulatory permits required for the project • A bibliography of references cited
Consultant shall include the technical reports presenting results of the jurisdictional delineation, California red-legged frog surveys, nesting bird survey, and floristic survey in the NESMI as appendices, along with the biological technical documents prepared to accompany the original project MND and first Addendum.

Biological Assessment (BA)
Consultant shall prepare a Biological Assessment (BA) evaluating the effects of the proposed action on designated critical habitat for the southern steelhead and California red-legged frog.

Historic Properties Survey Report
(HPSR) Archaeological Survey Report
(ASR)
Supplemental Historic Resources Evaluation Report (HRER) Consultant shall document the findings of prior studies of the Ekwill-Fowler Project in a negative short form HPSR for the proposed bridge replacement project. Coordinate with the Caltrans' cultural resources specialist at the beginning of the environmental review.

Initial Site Assessment (ISA) Checklist
Consultant shall prepare an ISA checklist in accordance with the Caltrans SER, including the following:
• Interviews with past and present owners, operators, and occupants. • Review of historical sources of information, such as aerial photographs, fire insurance maps, building department records, chain of title documents, and land use records.
• Review of government records, including regulatory reports for both the subject properties and nearby or adjoining properties.
• Visual inspection of the subject properties and of adjoining properties; and • Documentation of research, observations and results of the environmental inquiry in a written report.

Noise Impact Analysis and TechnicalMemorandum
Consultant shall use construction equipment lists and other data to predict construction noise

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levels at nearby sensitive receptors. Consultant shall incorporate the results of this analysis into the CEQA document, to be reviewed by Caltrans during preparation of the NEPA CE. If Caltrans requires, present the noise analysis in a technical memorandum.

Water Quality Technical Memorandum
Consultant shall prepare a technical memorandum to fulfill relevant data requirements of the National Environmental Policy Act (NEPA) and the California Environmental Quality Act (CEQA), and provide information, to the extent possible, for the National Pollution Discharge Elimination System (NPDES) permitting.

The technical study will include a discussion of the proposed project, the physical setting of the project area, and the regulatory framework with respect to water quality. It also will provide data onsurface water and groundwater resources within the project area and their water quality health, describe water quality impairments and beneficial uses, identify potential water quality impacts/benefits associated with the proposed project, and recommend avoidance and/or minimization measures for potentially adverse impacts .

Greenhouse Gas/ Air Quality Technical Memorandum
Consultant shall quantify project emissions using CALEE Mod or Urbemis, summarize the results in a technical memorandum and incorporate the results into the CEQA document.

Deliverables
• MND
• Visual Impact Assessment Technical
Memorandum Jurisdictional Delineation Report
• Floristic and Wildlife Survey Letter Report
• CA Red-Legged Frog Protocol Survey Report and No Effect Letter • Natural Environmental Study (Minimal Impacts)
• Historic Property Survey Report (short form)
• Initial Site Assessment Checklist
• Noise Impact Analysis and Technical Memorandum (if required) • Water Quality Technical Memorandum
• GHG / Air Quality Technical Memorandum
Task 2.1: Expanding the NES/MI (Amendment 1):

The existing scope is modified to include expanding the NES/MI to a full NES as requested by Caltrans. This shall include additional studies including a protocol survey for bats found nesting under the bridge (Fall Survey, Spring Survey and Summer Survey) and a brief preliminary report within 30 days of the fall survey and a final report within 30 days of summer survey. The NES shall also include findings from past studies regarding the negative presence of Least Bell's Vireo. Preparation of the NES to include up to 10 figures as a part of the NES and up to six hours of consultation calls to discuss results of the NES and bat surveys. AP h a s e I Archaeological Survey along with the associated report will also be prepared. This work will be completed by URS under the direction of the Consultant.

Task 2.1 Deliverables:

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• Natural Environmental Study (NES)
• Protocol Surveys for Bats
• Phase 1 Archeological Survey
Task 2.2: Environmental Review for CEQA/NEPA and Technical Studies (Amendment 3):

The existing scope is modified to include NEPA revalidation that adds contaminated soils studies, community impacts and a contaminated soils management plan.

Task is also expanded to provide for increased permitting support due to expanded construction work areas.

Task 2.2 Deliverables
• Community Impacts Memo
• Expanded lSA
• Contaminated Soils Management Plan
Task 2.3: Modify Habitat Restoration Plans and Permits (RINCON) (Amendment 4):

Develop exhibits to assist with negotiations with property owners, public agencies and property owners.

Complete the Habitat Restoration Plan previously drafted in August 2017. Provide support to the City for negotiations with the Santa Barbara County Flood Control District and the property owner as needed to ensure the restoration can be implemented in its currently proposed location, upstream of the bridge on the east side of Old San Jose Creek. If the current design is feasible, the Habitat Restoration Plan will remain as is. If changes are required that only minimally impact the design, the Habitat Restoration Plan will be revised, and one electronic draft will be distributed to the Project team for review.

Comments from the Project team will be incorporated, and a final electronic Habitat Restoration Plan will be produced. If the currently proposed restoration site cannot be retained, thereby requiring the movement of the restoration site to another location, an entirely new Habitat Restoration Plan as described in Optional Task 2.3 will be prepared.

The applicable resource agencies (U.S. Army Corps of Engineers, California Department of Fish and Wildlife (CDFW), and the Central Coast Regional Water Quality Control Board [CCRWQCB]) will be notified to make them aware that the previously approved Habitat Restoration Plan has been updated. Coordinate the submittal of the revised Habitat Restoration Plan to the agencies, including a short presentation of the updated plan and answering any questions that may arise during agency review. It is assumed that the agencies will have limited input and questions on the revised Habitat Restoration Plan and that minimal revision will be required after agency review.

Rincon will provide permitting support as needed to aid in the completion of the project permitting efforts conducted thus far. The proposed scope of work is assumed to conclude in December 2020:
• One person to attend the bi-weekly Project team meetings to ensure permitting support efforts are understood and conducted in a timely fashion. Assumes 2 meetings per month, for 26 months, for a total of 52 meetings. • Summarize the timing and conditions of the permits obtained thus far into a

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compliance matrix and will secure the extension of any approved permit that may be expiring prior to the initiation of construction.
• Update project contacts for all permits.
• Prepare an annual report for the Project as recently requested by CCRWQCB in August 2018.
• Assist with securing the CDFW Streambed Alteration Agreement, specifically by assisting with coordinating the fish passage approval process in fall 2018.

Anticipated tasks for this effort include attending meetings with CDFW and the project team and reviewing the fish passage design memo.

Task 2.3 Deliverables
• Updated Habitat Restoration Plan
• Exhibits Supporting Presentation of the Plan
• Compliance matrix
• Permit extensions
• Updates to agency contacts on permits
• Annual report for CCRWQCB
• Coordinate fish passage process
Task 2.3 Optional: Habitat Restoration Plan (RINCON) (Amendment 4):

If the currently proposed restoration site cannot be retained, thereby requiring the movement of the restoration site to another location within the City, an entirely new Habitat Restoration Plan will be prepared. The new Habitat Restoration Plan will be modeled after the existing Habitat Restoration Plan, and will include the restoration approach, performance criteria, and the maintenance and monitoring plan. If a new Habitat Restoration Plan is warranted, one electronic draft will be provided for review. Comments from the Project team, which are assumed to be limited, will be incorporated and a final electronic Habitat Restoration Plan will be produced.

Funds associated with this optional task will only be used with prior approval by the City.

Task 2.3 Deliverables
• New Habitat Restoration Plan
Task 2.3 Optional: Additional Permitting support (RINCON) (Amendment 4):

It is anticipated that all required services will be completed within the authorized budget.

However, based on past project history, there could be permitting efforts not yet known, such as additional studies requested by the agencies or further agency coordination efforts that may be required prior to construction. This optional services task will only be used with prior approval by the CITY.

Task 2.3 Deliverables
• As Needed

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Task 2.4 CEQA and NEPA Reports/Studies to Accommodate Off-Site Restoration (Amendment 5):

Environmental Review for CEQA/NEPA and Technical Studies to address the off-site mitigation site at Lake Los Carneros. Project impacts require mitigation for the removal of riparian vegetation (Mitigation Measures BIO-1 through BIO-3).

Task 3: Supplemental Surveying for Base Mapping and Hydraulic Analysis (MNS):

3.1 Field Surveys and Topographic Mapping (MNS)
Consultant shall review existing topographic mapping, boundary, right-of way and easement mapping for the adjacent Hollister Avenue/Highway 217 roundabout project and fill in additional survey data as necessary to complete the base map for design, hydraulic analysis, and ROW engineering of the bridge replacement project, including:

Corridor Mapping: Consultant shall conduct a field survey of the roadway corridor from the east side of Kellogg Avenue, easterly to the west side of the Highway 217 Bridge. The width coverage is from back of walk to back of walk. Locate all hardscape features including observable utilities and pipe inverts, trees, and lane striping.

Bridge Mapping: Consultant shall conduct a field survey of the existing Hollister Avenue Bridge and the bridge 100-feet south of the Hollister Avenue Bridge . Locate bridge decks, soffits, piers, walls and visible utilities. ·
San Jose Creek Mapping: Consultant shall conduct a field survey of the creek corridor, 200 feet wide (100 feet east and west from creek centerline) from 120 feet north of the north edge of Hollister Bridge to 120 feet south of the south edge of the southerly bridge over San Jose Creek.

San Jose Creek Cross-Sections: Consultant shall conduct a field survey of the creek cross- sections which will include five sections north of the Creek Mapping Area. Sections will extend 50 feet east and 50 feet west from creek centerline.

Consultant shall prepare new base map and surface for
design. Deliverables
• Base mapping for bridge foundation plan
• Creek mapping
• Creek cross sections and creek profile
Task 3.2 Supplemental Surveying for Base Mapping and Hydraulic Analysis (Amendment 1):

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Sanitary Sewer District.
• San Jose Creek Mapping: Field survey of the creek corridor and channel transition 50' south of the steel bridge and continuing 100' south to the project limits. • San Jose Creek Cross-Sections: Field survey of creek cross-sections will include four sections at 25' intervals starting 50' south of the steel bridge and continuing south to the project limits.
• Update Base Map: Prepare new base map and update surface for design.

Task 4: Materials and Foundations Reports - Fugro:

Consultant shall prepare a Materials and Foundations Report to support the design of the pavement structural sections and bridge foundations.

Consultant shall prepare a Preliminary Foundation Report, including discussions and geotechnical considerations for alternative foundation types for the new bridge. Provide the PFR in PDF format.

Consultant shall prepare a Geotechnical Report for the project. Submit the draft report in PDF format. Include graphics showing the site location, locations of field explorations, and interpreted subsurface profile along the alignment(s) with the report. Include field and laboratory data obtained from the geotechnical study in the report.

Consultant shall include the following opinions and recommendations for the roadway in the report:
i. Slope inclinations for the design of cut and embankment slopes . ii. Embankments including suitability of excavated materials for use as fill, moisture control, erosion control and drainage considerations, expansive soils, estimated settlement and special treatments to reduce settlement, if needed. iii. Corrosion considerations for culverts and buried concrete structures (cement factors , pipe thickness, and need for coatings).
iv. Earthwork factors for onsite materials that are excavated and replaced as compacted fill; and
v. Structural sections for asphalt concrete pavements based on traffic indices used for the project.
vi. Consultant shall include the following opinions and recommendations regarding the bridge foundation design in the report:
vii. Soil
and groundwater conditions encountered.
viii. Site geology, faulting and seismicity .
a. Seismic design criteria and recommended ARS Curve for use with Caltrans design methods.
b. Liquefaction potential and considerations relative to foundation design (negative skin friction and estimated seismic settlement of approaches and pile foundations, if needed).
c. Corrosion considerations for design of subsurface structures (minimum cement factors estimated in accordance with Caltrans guidelines). d. Scour, grain sizes for samples of riverbed materials, and mean particle size of thalweg material.
e. Specified tip elevation, settlement, and size for foundation types and class of pile loading considered (up to 2 pile types can be considered within proposed level of effort).

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f. Lateral capacity plotted as shear, moment and deflection versus depth for a single pile foundation under free-head and fixed-head conditions based on p-y analysis.
g. Pile spacing and group reduction factors for vertical and lateral loads, if needed. h. Lateral earth pressures, spring constants, and passive pressure resistance for abutment design.
i. Special considerations for approach fill settlements : allowable slope inclinations, waiting periods, and need for monitoring; and j. Construction considerations: need for dewatering, pile driving, CIDH pile construction, adjacent structures, temporary excavations, and shoring.

Consultant shall prepare the Log of Test Borings sheets for the bridge on Caltrans standard plan sheets for logs of test borings, modified to incorporate the City's plan sheet border. Submit a copy of the LOTS with the draft Geotechnical (Bridge Foundation) Report.

Consultant shall respond to review comments and incorporate them into the final Geotechnical Report and Log of Test Borings sheet. Submit the final report with an electronic copy of the LOTS.

Deliverables
• Draft Geotechnical Report
• Final Geotechnical Report
• Log of Test Borings Sheets
Task 4.1 Geotechnical Services for Channel Walls (Amendment 1):

Under the direction of DHA and using the existing geotechnical data in the area acquired by Fugro and others, Fugro will provide geotechnical design parameters and lateral earth pressures for the channel walls. The design of the channel walls will follow United States Army Corps of Engineers (USAGE) design methods, where applicable (note that USAGE design methods do not address soil nail walls). The following geotechnical engineering evaluations and recommendations will be provided in a written report:
• Summary of subsurface soil and groundwater conditions and idealized soil profile(s) for the portions of the channel that are part of this work. • Evaluation of geologic hazards consisting of faulting and ground rupture potential, strong ground shaking and peak horizontal ground acceleration for Operational Basis Earthquake (QBE) and Maximum Design Earthquake (MOE) conditions (developed using the USGS PSHA de-aggregations web application), liquefaction potential, seismic settlement, and a qualitative evaluation of lateral spreading hazards; •
Static active, at-rest, and passive lateral earth pressures in accordance with USACE design criteria for retaining walls.
• Estimated dynamic lateral force increments for QBE and MDE conditions Estimated lateral earth pressures for liquefaction conditions. • Static and seismic limit equilibrium global slope stability analyses of the channel walls and for the various design conditions.
• Recommendations for soil nail size, lengths and spacing for the upstream channel walls and transition zone.
• Corrosion potential; and
• Construction considerations

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Locate Old Bridge Foundations: Under the direction of DHA, Fugro will use a truck mounted geo-probe rig to push through the existing asphaltic pavement section and underlying soil to a depth of approximately 25 to 30 feet in the area where foundation locations for the replacement bridge may be in conflict with the abandoned foundations. A total of 8 ground probes are proposed and additional probes, if time permits, to fill a single workday defined by the hours of the encroachment permit will be performed . The actual limits, number , and locations of the individual ground probes will be adjusted based on site conditions and potential conflicts with underground utilities. We have assumed that the pavement structural section consists of asphalt concrete and aggregate base and that pre-coring the probing locations is not needed. Prior to mobilizing the field equipment, we will contact Underground Service Alert (USA) for utility clearance and confirm probing locations with the design team .

We will also coordinate with the City of Goleta to obtain an (no-fee) encroachment permit for the work. Traffic control will be needed to perform the work and may include lane closures.

Our fee estimate assumes that one eastbound lane will remain open during the duration of the probing work. We have assumed all the work can be performed during standard daytime hours for work in the right of way (9:00 am to 4:00 pm).

Asbestos/Lead-Containing Paint Survey : Under the direction of DHA, Geocon will survey existing Hollister Avenue Bridge and the adjacent private bridge over San Jose Creek for suspect asbestos and lead-containing paint (LCP).

Field work includes up to 16 asbestos samples for Polarized Light Microscopy (PLM) analysis, 4 asbestos samples for point count (400 pts) , 6 paint samples for total lead , and 4 paint samples for soluble (WET or TCLP) lead on standard laboratory turnaround times.

Task 4.1. Deliverables
• Channel Wall Geotechnical Report
• Prepare Draft Asbestos/LCP Survey Report for Client review. • Prepare Final Asbestos/LCP Survey Report.

Task 4.2 Additional Geotechnical Services (Amendment 5):

Additional geotechnical services to review and update the foundation reports and engineering recommendations to current standards (2020). Update of Foundation Reports to accommodate the change in channel wall type at the upstream transition.

Task 5: Location Hydraulics Study (MNS):

Using the existing HEC-RAS output data, Consultant shall complete a Location Hydraulic Study to conform to the requirements described in 23 CFR 650A, Section 650.111(b) (c) (d).

The report shall describe potential impacts to residences, other buildings, crops, Emergency or Evacuation Route, Emergency Vehicle Access, Practicable Detour Available, Approximate Duration of Traffic Interruption for Base Flood (Q100), including a discussion of the following items:
• Risk associated with implementation of the action
• Impacts on natural and beneficial floodplain values
• Support of probable incompatible floodplain development • Measures to minimize floodplain impacts associated with the action • Measures to restore and preserve the natural and beneficial floodplain values

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impacted by the action
• Practicability of alternatives to any significant encroachment • Practicability of alternatives to any longitudinal encroachment • Deliverables
• Location Hydraulic Study
Task 6: Summary Floodplain Encroachment Report (MNS):

Consultant shall prepare a Summary Floodplain Encroachment Report based on results of the Location Hydraulic Study and in accordance with Caltrans content requirements.

Task 6 Deliverables
• Summary Floodplain Encroachment Report
Task 7: Hydrology and Hydraulics Study (MNS):

Consultant shall review and confirm that the existing San Jose Creek Capacity Improvement Project hydraulic analysis is acceptable for use in this project. The existing model will be used as the baseline condition for the existing bridge for the hydraulic study.

Using the existing HEC-RAS model, Consultant shall analyze the proposed bridge configuration and prepare a bridge hydraulics report. Include FEMA floodplain mapping and topographic mapping in the report.

Deliverables
• Draft Hydrology and Hydraulics Study
• Final Hydrology and Hydraulics Study
Task 7.1: Channel Fish Passage Analysis and Verification (Amendment 3):

Review available data from existing channel design to ensure conformance with the original fish passage design. Incorporate any changes agreed to by the City.

Task 7.1 Deliverables
• Technical memo documenting conformance with original channel design • Updates plans to reflect current design
Task 7.2: Channel Design Modifications for Storm Performance (Amendment 3):

Design and detail changes needed to modify articulated mat anchorage details to withstand high turbulent flow in the channel.

Task 7.2 Deliverables
• Channel Mat Anchor Details
Task 7.3: Channel Fish Passage Analysis and Verification (Amendment 4):

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Develop exhibits to illustrate channel grading, develop details for fish passage that conform to the prior approved fish passage project.

Task 7.3 Deliverables
• Technical memo documenting conformance with original channel design • Updates plans to reflect current design
Task 8: General Plan and Bridge Type Selection (DHA):

Consultant shall prepare the bridge and approach roadway alignment according to the layout of the SB 217 roundabout of the Ekwill/Fowler project. Consultant shall prepare and submit a geometric alignment drawing (GAD) showing the horizontal alignment and vertical profile conforming to the SB 217 roundabout. Consultant shall prepare a Bridge Type Selection study in accordance with Caltrans Memo to Bridge Designers 1-29. Revise and resubmit the bridge General Plan and geometric alignments with responses to the City review comments.

Consultant shall prepare and submit a letter report documenting the Bridge Type Selection for transmittal to Caltrans.

Upon approval of the project GAD and Bridge General plan by the City and Caltrans, Consultant shall prepare the project description for the environmental document. Finalize the Bridge General Plan and circulated in PDF format to the City and other agencies and stakeholders as necessary.

Consultant shall assemble the information developed during the preliminary bridge and roadway studies into a technical memorandum that includes:
• Summary including preliminary plans, right-of-way (temporary easements), construction staging and access , utility relocation and accommodation, and anticipated design exceptions
• Discussion of the pros & cons of each bridge type (Type SelectionMemo) • Preliminary quantities and estimated construction cost for eachalternative • Recommended bridge type for final design
• List of any design decisions needed from the City
• List of issues that will be resolved during final design Consultant shall prepare conceptual plans at 1" = 20' scale . Additional information to be indicated at this stage will include the base map data from field survey and records research, utility facility sizes , roadway dimensions, and rights-of-way, and presenting plan, elevation and section views of the proposed improvements along with all existing facilities.

Consultant shall prepare an initial construction cost estimate based on anticipated construction items and estimated quantities from the Bridge General Plan. Revise and resubmit preliminary cost estimates as the project progresses at the 65%, 95% and Final stages.

Consultant shall perform quality control on all

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submittals. Task 8 Deliverables
• Geometric Approval Drawings (GADs) including roadway typical section • Bridge General Plan
• Technical Memorandum (Bridge Type Selection Memo)
• Preliminary Construction Cost Estimate
Task 8.1 General Plan of each of the Channel Walls - DHA (Amendment 1):

The existing scope is modified to include providing a general plan of each of the channel walls and a discussion of the preferred wall types in the structure type selection report. The scope is based on the assumption that the channel walls south of Hollister Avenue will consist of non- gravity cantilever channel walls (soldier piles, secant piles, and/or tangent piles) and that soil nail walls will be used on the north side of Hollister Avenue for the transition back to the natural creek bed. The design work includes the review of the plans and reports from the adjacent San Jose Creek Capacity Improvements Project. An investigation of the anticipated top of wall deflections of various wall types under service load conditions will be performed since the channel walls are located near existing buildings . The horizontal alignment and vertical profile of the channel w ill be designed so that they are consistent with approved CLOMR HEC-RAS model.

Task 9: Technical Support to Secure Permits (DHA, URS):

Consultant shall provide the City with exhibits and calculations necessary for the application and approval of the various permits that have been identified for the construction of the project, which include:
• USCOE 404 Permit
• USFWS and NOAA Fisheries Section 7 Consultation
• RWQCB 401 Permit
• California Department of Fish & Wildlife 1602 Permit
• Caltrans Encroachment Permit
• Santa Barbara County Air Quality Air Pollution Control District Permit or Exemption • State Water Resources Control Board - Construction General Permit Task 10: Coordination with City's Ekwill Street and Fowler Road Extension (DHA):

Consultant shall integrate the bridge replacement plans to be constructed with the plans for the Hollister/217 interchange project. Keep all HBP related costs and construction items segregated from the Ekwill Fowler Project.

Task 11: Design Review Board Approval (DHA, DBA):

Consultant shall prepare project plans and exhibits for review by the Design Review Board (DRS) at each submittal milestone. Exhibits shall include modeling of visible bridge elements for review by the DRB. Prepare a response to comments for comments received from the DRB.

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In addition to the already scoped exhibits of visible bridge elements, Consultant shall prepare channel wall exhibits as requested by the City for review by the Design Review Board (DRB).

Exhibits will include modeling of the wall aesthetics, in addition to the transition from the channel walls back to the natural creek bed on the north side of the project.

Task 12: Bike Access Feasibility Assessment:

Consultant shall assess the feasibility for the proposed bridge to accommodate a Class 1 Bike Lane under the structure to enable the crossing of Hollister Avenue. The assessment will consider clearance criteria, structural design requirements, and accommodation within or next to the San Jose Creek Channel and related fish-passage elements.

In addition to the scoped task of assessing the feasibility for the proposed bridge to accommodate a Class 1 Bike Lane under Hollister Avenue and inside the San Jose Creek Channel, Consultant shall prepare a separate Bike Path Alternatives Assessment Memo evaluating the construction costs and impacts of providing access across Hollister Avenue using either a tunnel or bridge option.

Task 12 Deliverables:
• Technical Memorandum.

Task 13: 65% PS&E - DHA & DBA:

The 65% design level submittal will consist of the draft plans only. Consultant shall submit an updated general plan estimate if there are notable changes from the Preliminary Construction Cost Estimate. Consultant shall assemble and submit a preliminary bid item list that identifies non- standard items needing Special Provisions.

Consultant shall prepare the roadway civil design based on the approved geometric approval drawing.

Consultant shall prepare the Title Sheet that includes the appropriate City and federal funding project identification, as well as a sheet index, a vicinity map, the project legend, general notes, and the project control points.

Consultant shall prepare the roadway Typical Se ction Sheet, including the roadway structural section based on City standards or Ekwill-Fowler criteria.

Consultant shall prepare Plan and Profile sheets that delineate the general roadway improvements and pavement dimensions. Geometric information, tied to the project control points, shall be shown to sufficiently describe both the horizontal and vertical alignments.

Consultant shall prepare the roadway Construction Details at appropriate scale, showing utility locations, re-grading and geometric details. Specific improvement details may also be shown on the Construction Details.

Show traffic handling details on relevant sheets . Show detour route signage to be used during construction closures . Advisory and construction area signs (CAS) shall be shown on a Construction Area Signs Sheet.

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existing and new sign locations. Designate standard signs by appropriate Caltrans standard sign numbers. Show temporary signing and striping, portable delineators, temporary crash cushion arrays and temporary railing (Type K), as necessary.

Consultant shall include and incorporate appropriate plan sheets from the San Jose Creek Capacity Improvement Project for the widening of the San Jose Creek. The plan sheets for portion of the creek to be widened within the project limits will be inserted into the plan set for the bridge replacement.

Bridge design shall be in accordance with Caltrans Bridge Design Specifications and applicable sections of the Caltrans Bridge Memo to Designers and Bridge Design Aids manuals. The design shall meet City, Caltrans and FHWA standards in effect as of the date of Notice to Proceed. Seismic design shall be performed in accordance with latest edition of the Caltrans Seismic Design Criteria.

Detailing of plans shall be in accordance with Caltrans Bridge Design Details Manual. Both the design and detailing shall be based on the use of the latest City Standards and Caltrans Standard Plans and Standard Specifications.

Consultant shall be designing the channel and channel walls, while MNS, under the direction of the Consultant, shall be designing the sewer line relocation. This submittal shall consist of plans in pdf format, an estimate of probable costs in pdf and excel formats, and a draft item list that will identify non- standard items that will need special provisions.

Task 13.1 Additional 65% Design (Amendment 3):

The existing scope is modified to include changing the driveway design at the Mission Auto parcel to conform to the comments from Caltrans District 5. The work involves changing the layout sheets (including over 100 stage construction and layout related sheets) and redesigning the bridge foundation/abutment to carry a cantilevered portion of roadway. The adjacent channel walls will also be changed to fit the new design.

Task 13.1 Deliverables:
• 65% plans in PDF
• Updated combined "estimate of probable costs" in PDF and MS Excel • Draft item list
Task 14: 95% PS&E - DHA & DBA:

Consultant shall prepare and submit the 95% PS&E, consisting of fully designed and checked plans, specifications and estimate. Consultant shall prepare and submit a "Response to 65% Comments" document with the 95% PS&E. Consultant shall perform a QC review of the 95% plans, specifications and estimate and incorporate appropriate revisions prior to submittal to the City. Consultant shall prepare and submit specifications in Microsoft Word and the estimate in Microsoft Excel. The Plans, Specifications and Estimate shall be prepared in

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accordance with current Caltrans standards and practices for local agency projects, as well as conform to the City of Goleta's standards and practices.

The project technical specifications shall be prepared and combined with City supplied front- end boilerplate specifications.

The existing scope is modified to include plans, specifications and estimate for the channel, channel walls, and sewer relocation. An independent design check of the channel walls shall be performed by a senior level engineer. Part of the 95% work will be to review the 65% plans, update as necessary , and prepare a "Response to 65% Comments" document. The 65% plans shall be reviewed and updated as necessary , and a "Response to 65% Comments" document shall be prepared. DHA shall perform a QC review of the 95% plans, specifications and estimate and incorporate appropriate revisions prior to submittal to the City.

Specifications shall be prepared in Microsoft Word and the estimate will be prepared in Microsoft Excel. The project technical specifications shall be prepared and combined with City supplied front-end boilerplate specifications.

Task 14 Deliverables:
• 95% Plans in PDF
• Special Provisions in PDF and MS Word
• Combined Engineers Estimate in PDF and MS Excel
Task 15: Final Bid Package and RE-File- DHA:

Consultant shall prepare the construction quantity calculations and marginal estimate for the RE file. Base unit costs upon the most current cost information for recent similar projects in the area compiled.

Consultant shall prepare a construction schedule to determine the number of working days for construction.

The existing scope is modified to include one set of full-size reproducible Mylar Final Design Plans for the channel widening, channel walls , and sewer relocation. DHA shall prepare the construction quantity calculations and marginal estimate in the RE file. The design and scope of services shall also include: complete and detailed estimate of quantities; construction cost estimate; answers to all questions regarding the design during the design review process; review of the project site to ensure that the plans are drawn correctly; and attendance at project related meetings specific to the channel, channel wall, and sewer relocation work. A construction schedule shall be provided outlining the number of working days for construction and will include all the channel widening work in addition to the previously scoped bridge work.

Task 15 Deliverables:
• One set of 24 x 36 Reproducible Mylar Final Design Plans signed by the Registered Engineer responsible for the preparation of the plans • One un-bound hard copy of Final Project Special Provisions signed by the Registered Engineer responsible for the preparation of specifications • Electronic Microsoft Excel file of Construction Cost Estimate • AutoCAD Project Plans on CD

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• Electronic Microsoft Word file of specifications
• Hard copy of Construction CostEstimate
• Resident Engineer's File
Task 16: Right of Way Engineering (MNS):

Consultant shall prepare the required maps, legal descriptions, deeds, sketches, and back- up data to support the right-of-way acquisition effort. ROW engineering shall be performed based upon the Caltrans ROW Manual specifications.

Consultant shall utilize previous right-of-way research from the Ekwill-Fowler project to ensure that right-of-way acquisitions are coordinated. This task shall include:
• Prepare right of way and adjacent boundary retracement sufficient for identifying and ultimately describing the areas required for temporary and permanent easements.
• Identify the parcels where preliminary title reports are needed. • Determine the precise areas needed for permanent and temporary easements, and for areas of interagency transfer.
• Prepare the appraisal map which identifies the parcel number, owner, type of easement, size of easement, and remainder size.
• Prepare legal descriptions and sketches for each parcel to be acquired for temporary or permanent use.

Task 16.1 Additional Right of Way for the Channel Widening and Sewer Relocation (Amendment 1):

ROW engineering shall be performed based upon the Caltrans ROW Manual specifications.

The following tasks shall be completed:
• Identify the need for preliminary title reports (3 title requests estimated). Review and retrace easements relating to right of way and temporary construction uses. • Work with the project engineer to determine the precise areas needed for permanent and temporary easements, and for areas of interagency transfer. • Update the appraisal map which identifies the parcel number, owner, type of easement, size of easement, and remainder size.
• Prepare legal descriptions, sketches and closure calculations for each parcel to be acquired for temporary or permanent use relating to the sewer line relocation and channel wall design (6 temporary construction easements and 7 permanent easements estimated).

Hamner, Jewell & Associates (HJA) shall review the Preliminary Title Reports for the necessary parcels, and associated title docs, to aid the surveying team with developing right of way engineering, appraisal maps , and legal descriptions. Title reports are included as a

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pass-through cost to the project.

Additional Right of Way related to NEPA Revalidation (Amendment 3):

This task is modified to include the additional right-of-way engineering work relating to NEPA Revalidation. Work involves completely segregating HBP participating right of way from non- participating right of way on each parcel around the bridge. The right of way acquisition areas will be tailored to be an absolute minimum needed for construction activities without regard to business operations.

The right of way appraisal maps will be redrawn to show these areas. Plats and legal descriptions will be prepared for each parcel based on the idealized easement areas.

Task 17: Right of Way Appraisals - HJA:

Consultant shall obtain Preliminary Title Reports for the affected parcels. Consultant shall obtain appraisals from a state licensed real estate appraiser, prepared in conformance with state laws and Caltrans guidelines, as required to set the basis of right of way purchase offers to private property owners by the City. All appraisals shall be submitted to the City for review and pre- approval prior to purchase offer presentations. If project funding requires formal third-party appraisal reviews, assume that Caltrans staff will provide the required appraisal reviews.

Task 17.1: Right of Way Appraisals for Channel Widening - HJA (Amendment 1):

All appraisals shall be submitted to the City for review and pre-approval prior to purchase offer presentations. If project funding requires formal third-party appraisal reviews, it is assumed that Caltrans staff will provide the required appraisal reviews. This proposal does not include any appraisal of public lands held by City, County, County Flood Control, or State. It is assumed that appraisals will only be required for the acquisitions of private properties.

Task 17.2: Additional Right of Way Appraisals - HJA (Amendment 3):

This task provides additional appraisal work to ensure appraisals addressing impacts related only to the Project and independent of the Ekwill-Fowler Project and appraisals for new properties previously not identified. The task also includes independent appraisal reviews which previously were to be performed by Caltrans, however, Caltrans are no longer providing this service.

Task 17.3 Right of way Appraisals (Amendment 4):

Appraisals for 3 parcels and reappraisals of 5 other parcels all directly related to the bridge replacement project and needed for use in right-of-way negotiations. The appraisals will be prepared in conformance with state laws and Caltrans guidelines as required to set the basis of right-of-way purchase offers to private property owners by the City.

Task 17.4 Additional Right of way Appraisals (Amendment 5):

Appraisals for full take on parcels on east side of SJ Creek channel and updates to TCE valuations.

Task 17.3 Deliverables

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• Five parcel reappraisals (071-140-046, 071-260-CA1, 071-140-056, 071-090-089 & 071- 090-036)
• Five appraisal reviews
• Appraisal for full take of 3 parcels (071-140-046, 071-260-CA1 & 071-140-056) • Mitigation easement waiver valuation/offer
Task 18: Right of Way Acquisition - HJA:

Consultant shall coordinate all right of way acquisitions for this project with the acquisitions of the Ekwill Fowler Extension project. Consultant shall prepare offer packages based upon the appraisals, for presentation to each involved property owner. Offer packages shall include an offer letter, Appraisal Summary Statement, proposed Acquisition Agreement, and Deed. Present these documents for City review and pre-approval prior to presenting offers to property owners.

Concurrently, Consultant shall seek Caltrans review and approval of the appraisals, prior to proceeding with making the purchase offers. After offer presentation, Consultant shall handle all follow up negotiations in pursuit of mutually acceptable amicable purchase agreements with each owner to finalize the property purchases. For any purchase efforts that do not culminate in mutually acceptable amicable agreements, Consultant shall coordinate with City and, if appropriate, with the City Attorney's office in conjunction with any required Necessity Hearing scheduling. For those which reach final agreements, Consultant shall process all documents for necessary approvals and coordinate escrows, title insurance, and closings.

Task 18.1: Right of Way for Channel Widening - HJA (Amendment 1):

Consultant shall coordinate all right of way acquisitions associated with the channel widening and the bridge replacement for this project with the acquisitions of the Ekwill Fowler Extension project. The existing scope is modified to include the additional right of way acquisition work for HJA that will be required for the channel widening. This includes the preparation of offer packages, coordination with Caltrans and the
City for review and approval and follow up
negotiations. For any purchase efforts that do not culminate in mutually acceptable amicable agreements, HJA shall coordinate withCity and, if appropriate, with the City Attorney'so f f i c ei n conjunction with any required Necessity Hearing scheduling. HJA will process all documents for necessary approvals and coordinate escrows, title insurance, and closings.

Task 18.2: Additional Right of Way Needs - HJA (Amendment 3):

This work involves approaching the property owners with an additional acquisition separate from the Ekwill Fowler project as required by Caltrans. This includes the preparation of offer packages, coordination with Caltrans and the City for review and approval and follow up negotiations. For any purchase efforts that do not culminate in mutually acceptable amicable agreements, HJA will coordinate with City and, if appropriate, with the City Attorney's office in conjunction with any required Necessity Hearing scheduling . HJA will process all documents for necessary approvals and coordinate escrows, title insurance, and closings.

Task 18.3 Right of Way Acquisition (Amendment 4):

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not culminate in mutually acceptable amicable agreements, coordinate with City and, if appropriate, with the City Attorney's office in conjunction with any required Necessity Hearing scheduling. Process all documents for necessary approvals and coordinate escrows, title insurance, and closings.

Task 18.3 Deliverables
• Revised offer preparation and presentation of five parcel reappraisals • Ongoing relocation assistance for 5 occupancies
Task 18.4 Acquisition and Tenant Issue Support (Amendment 5):

Provide acquisition support for development and approval of purchase agreement for full take properties and support regarding issues for tenants on the full take properties.

Task 19: Utility Coordination and Relocations - DHA:

Consultant shall ensure that this task is coordinated with the Ekwill Fowler Project. Consultant shall ensure that all utility relocation costs attributed to the HBP project are identified and segregated from the Ekwill Fowler Project.

Consultant shall provide utility coordination throughout the project in accordance with Chapter 13 of the Caltrans' Right of Way Manual as required. Consultant shall communicate the project to the utility owners within the project limits and working with them to complete their plans and
relocations for those utilities that conflict with the proposed project. Anticipated work under this task is as follows:
• Utility Base Map : Prepare a utility base map to be used in conjunction with the topographic basemap.
• Utility Matrix: Prepare a utility matrix to document the utility coordination activities including: owner; contact name, telephone and facsimile numbers; mailing and physical addresses; email addresses; dates and methods of communication ; description of effected utility; method of conflict resolution, if any; status of relocation plans, if any; etc.
• Utility Verification Package: Prepare the Request for Utility Information letter with plans that outline the proposed design and right-of-way , and existing utilities as mapped in the field.
• Consultant shall prepare and execute a potholing plan to provide positive identification and location of any high-risk utility facilities that may conflict with the project. • Utility Notice of Potential Conflict Package: Consultant shall prepare a Notice of Potential Conflict letter, that identifies potential utility conflicts with the planned project and transmit to each affected utility with a relocation deadline schedule. This is a formal coordination letter that identifies the relocation work and schedule required to complete the relocations. Packages will be sent to all utility owners within the project limits - regardless of potential conflict or not - in order to provide transparency of all utility coordination.
• Relocation Parameters: Provide utility relocation parameters for utility owner relocations plans.
• Consultant shall coordinate all modifications, changes, or relocations of existing underground and/or overhead utilities with respective utility companies. Where

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feasible, every effort shall be made to complete all modifications , changes, or relocations of existing underground and/or overhead utilities prior to construction. • Schedules and progress reports for utility efforts shall be prepared by Consultant. Plans and cost estimates provided by the utility companies shall be reviewed and recommendations shall be made.
• Field Meetings : Consultant shall attend field meetings with utility owner representatives.
• Utility Relocation Agreements: Consultant shall prepare utility relocation agreements if necessary.
• Utility Specifications: Consultant shall prepare special provisions relating to utility coordination during construction including timing and duration of construction windows for utility relocations performed by owner's forces.
• Utility Plans: Consultant shall finalize utility plans for contract documentation plan set. • Utility Notice to Owner Package: Consultant shall prepare Notice to Utility Owner letters that include final project plans that show location and elevation of existing utility and the proposed utility relocations.
• RE Pending File : Consultant shall provide documentation of the utility coordination effort for the City and the RE Pending file . Provide the City with support for the right- of-way certification.

The existing scope is amended to include any necessary coordination for utilities impacted by the channel widening work. This task also includes the coordination required with Goleta Sanitary District regarding the relocation of the sewer line to provide service to the properties located directly southeast of Hollister Ave Bridge.

Task 19 Deliverables:
• Utility contact list and initial status matrix
• Utility Request for Utility Information letters, plans, and updated utility status matrix • Utility Notice of Potential Conflict letters, plans, and updated utility status matrix • Utility Notice to Utility Owner letters, plans, and updated utility status matrix • Relocation Agreements, as necessary
• Utility Plan and specification
• Utility Section for RE Pending File
Task 19.1: Utility Coordination and Relocations - DHA (Amendment 3):

Additional utility relocation coordination with the utility companies with facilities impacted by the bridge replacement and channeling widening.

Task 20: Mitigation Monitoring Plan - AECOM:

Consultant shall prepare a Mitigation and Monitoring Plan (also known as a program). Once NEPA and CEQA documentation and permitting conditions have been finalized, Consultant shall compile a list of mitigation measures and conditions of approval identified during environmental review and the permitting process.

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Task 21: Contract Bidding and Award Assistance - DHA:

Consultant shall interpret plans and specifications as required during the bidding process.

Attend and participate in a pre-bid meeting with potential bidders.

Consultant shall assist in preparing addenda that may be issued to bidders. Answer questions regarding the Technical Provisions, the design drawings or conflicts in the design during the bidding process and preconstruction meeting. Consultant shall assist the City in preparation of Addenda regarding omissions or conflicts in the design.

In addition to the currently scoped task of providing bidding and award assistance related to the bridge replacement plans and specifications, Consultant shall also provide assistance for any questions concerning the channel widening, channel walls and sewer relocation work.

Scope Assumptions:

The City has adopted a Mitigated Negative Declaration (MND) under CEQA which includes the bridge replacement. There have been no environmental approvals under NEPA for the bridge work, but the MND and related studies were performed to meet NEPA requirements. An additional addendum to the MND as well as NEPA approval is required.

The deck geometry of the replacement bridge will be driven by the layout of the SB 217/Hollister Roundabout developed for the Ekwill Street and Fowler Road Extensions Project.

The actual costs may vary from task to task from that proposed in the fee, but the overall fee will not be exceeded unless additional work is requested and approved by the City , and fee for any such additional work will be negotiated prior to work being performed.

The City will obtain permits and pay all permit fees, with technical support provided by the Consultant.

The City will perform review and approval of all project deliverables.

The City will lead all community outreach efforts with support from Consultant. Consultant shall prepare exhibits and be available to attend public workshops/open houses.

The City will provide legal services necessary should Eminent Domain proceedings be required for right of way acquisition.

The preparation of a SWPPP is not included.

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242

EXHIBIT B-4 (associated with Amendment 5)

SCHEDULE OF FEES

Amendment No. 5 to Professional Environmental and
Design Services Agreement No. 2013-028 between the City of Goleta and Dewberry Engineers for 9033 Hollister
Avenue Bridge Project

243
Hollister Avenue over San Jose Creek Bridge Replacement Project Amendment 5 Fee Estimate
Principal
Engineer
Sr. Engr.

Range A
Sr. Engr.

Range D
CAD
Manager
CAD
Drafter
Dewberry
Hours
Dewberry
Direct
Labor Cost
Rincon
Hamner
Jewell
Contract TASKS
Task CD MB DM KD AH
No. Raw Hourly Rate $ 95.00 $ 70.93 $ 84.96 $ 56.29 $ 31.25 1 Management and Quality Control 16 40 56 $4,357.20
14 95% PS&E 150 40 120 120 430 $24,542.70
Subtotal - Hours 16 190 40 120 120 486 $28,899.90
Total Direct Labor Cost $1,520 $13,477 $3,398 $6,755 $3,750 $28,899.90 486 $ - $ - Anticipated Salary Increase Allowance: -$
Direct Labor: 28,899.90$
Indirect Costs (143.62%): 41,506.04$
Fee (10%): 7,040.59$
Dewberry LABOR COST: 77,446.53$
Other Direct Project Costs: 2,260.00$
MNS: 7,500.00$
Rincon: 48,972.00$
Fugro: 24,029.83$
Hamner-Jewell: 39,003.87$
Total Subconsultant Costs: 119,505.70$
TOTAL AMENDMENT: 199,212.00$
Dewberry | Drake Haglan LABOR Subconsultants

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248

DIRECT LABOR
Classifications/Title Hours Pay Rate
Total Direct
Labor
Principal Engineer Kowalewski 20 $93.75 $1,875.00
CADD Manager Burns 12 $52.16 $625.92
Project Coordinator TBD 2 $35.00 $70.00
a) Subtotal Direct Labor Costs $2,570.92
b) Anticipated Salary Increases $0.00
c) TOTAL DIRECT LABOR COSTS [a +b] $2,570.92

FRINGE BENEFITS
d) Fringe Benefits Rate 56.50% e) TOTAL FRINGE BENEFITS [c x d] $1,452.57

INDIRECT COSTS
f) Overhead Rate 103.73% g) OVERHEAD $2,666.82
h) General & Adm. Rate 0.00% i) GEN & ADM $0.00
j) TOTAL INDIRECT COSTS [g + i] $2,666.82
FIXED FEE (Profit)
q) Profit Rate 12.00% k) TOTAL PROFIT [(c + e + j) x q] $802.84

OTHER DIRECT COSTS (ODC)
l) Postage, plots, copies $6.86
m) Equipment Rental and Supplies $0.00
n) Permit Fees, Plan Sheets, Test Holes, Title Reports, etc. $0.00 o) Subconsultant Costs
p) TOTAL OTHER DIRECT COSTS [l + m + n + o] $6.86
TOTAL COST [c + e + j + k + p] $7,500.00
NOTES:

Actual Cost Plus-Fixed Fee Contract
MNS Engineers, Inc. - Hollister Avenue Bridge Replacement Name

249
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250

DOCUMENT ROUTING AND APPROVAL FORM
Requires Council Approval:
☐NO
☐YES
Meeting Date:

Requires Vendor Set -up:
☐NO
☐YES
If no, Vendor Number:

Director Level Approval:
☐NO
☐YES
Site Authority:

Provide summary of agreement below:

Document Name and Type: Project Name :

Vendor Name:

Contact Person:

Address:

Phone Number:

Email Address:

Business License Number:

City Project Manager:

Contact Number:

Email Address:

AMOUNT NOT TO EXCEED : ON CALL SERVICES? : ☐NO ☐YES*
*On call s ervices require one spreadsheet to track multiple PO’s COUNCIL APPROPRIATION NEEDED : ☐NO ☐YES*
*May requ ire Purchasing Officer ’s override to input Requis ition

ROUTING PROCESS DESCRIPTION DATE INITIAL
Department Head
Initiation
Authority to initiate agreement
Risk Manager Staff to initiate review of insurance provision in agreement City Attorney Contract review/A pprove as form
Finance Director,
Purchasing Officer
Funding Methods Approved/
Authorized, Purchase
Requisition reviewed.

Requisitio n Number:

Vendor Staff sends agreement to vendor via DocuSign for electronic signature and requests
Insurance documents.

Staff (DocuSign User) Staff receives electronically signed agreement and insurance documents from vendor .

Risk Manager Risk Manafement shall rate Insurance and provide documents to Project M
anager upon approval
City Manager City Manager will approve and sign the agreement.

City Clerk City Clerk will approve and sign the agreement.

FINALIZED ON: INITIAL RESOLUTION NO
(IF APPLICABLE)
Staff Routing Agreement:

Contact Number:

Email Address:

Vendor Staff will assign the vendor to receive a fully executed copy of the agreement via DocuSign.

PLEASE RETURN SIGNED DOCUMENTS TO THE CITY CLERK’S OFFICE

BELOW FOR CITY CLERK PROCESSING ONLY

FILE NUMBER
10/19/21
■
001282
City Council
Amendment 6 to Professional Services Agreement 2013-028 for Design
Professional Services Agreement
Hollister Avenue Bridge Project
Dewberry
Add'l $397,624 NTE $2,571,535
Dennis Haglan
11060 White Rock Road, Suite 200 Rancho Cordova, CA 95670 A 93103 93105 916-231-0968
[email protected]
Gerald Comati
805-895-0255
[email protected]
[email protected]
15CP027C-R2
DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 11/16/2021
11/17/2021
11/18/2021
11/18/2021
11/24/2021
11/24/2021
11/24/2021
11/24/2021
11/29/2021

PURCHASE ORDER
07/01/2021
ISSUED TO:

Date:

Vendor #: 003254
DEWBERRY ENGINEERS INC.
8401 ARLINGTON BLVD
FAIRFAX, VA 22031-
SHIP TO: CITY OF GOLETA
130 CREMONA DRIVE, SUITE B
GOLETA, CA 93117
15CP027C-R2PO Number:

Requisition #: 15CP027C
130 Cremona Drive, Suite B
Goleta, California 93117
PH: (805) 961-7500
FAX: (805) 685-2635

CITY OF GOLETA
UNITS DESCRIPTION AMOUNTGL ACCT #ITEM PRICEPROJ ACCT #
1 0
77c91a03-f478-4b86-b901-ad8600d2e828
Agreement 2013-028.5
77c91a03-f478-4b86-b901-ad8600d2e828
205-90-9033-57070 8,166.270.00
77c91a03-f478-4b86-b901-ad8600d2e82877c91a03-f478-4b86-b901-ad8600d2e8282 0 87cff969-3051-429b-b2d8-ad8600d2e828
Agreement 2013-028.5
87cff969-3051-429b-b2d8-ad8600d2e828
401-90-9033-57070 63,023.600.00
87cff969-3051-429b-b2d8-ad8600d2e82887cff969-3051-429b-b2d8-ad8600d2e828 71,189.87TOTAL
SUBTOTAL: 71,189.87
Approvals

1. 2.

3. Include your PO Number on all invoices.

Email all invoices to [email protected]
If mailing, mail invoices to 130 Cremona Drive, Suite B, Goleta, CA 93117 TOTAL TAX: 0.00
Department:

Finance:

Finance Director:

Date:

DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 252
City of Goleta
Amendment No. 6 to Agreement No. 2013-028

Page 1 of 57 ends

AMENDMENT NO. 6

TO A PROFESSIONAL SERVICES AG REEMENT
BE

TWEEN THE CITY OF GOLE TA
AND

DEWBERRY ENGINEERING
This Amendment No. 6 to the Professional Design Services Agreement by and between the City of Goleta , a municipal corporation (“City”) and DEWBERRY

ENGINEERING,
a New York Corporation (“Consultant”) dated April 16, 2013 (“Agreement,” Agreement No. 2013-028) is made on this 19th day of October 2021.

SECT
ION A. RECITALS

1. This Agreement is for the professional design engineering, permitting, and right of way services in conjunction with the Hollister Avenue Bridge Replacement Project; and

2. The Agreement currentl y p rovides in Section 3 Subsection (a) for the total compensation amount not to exceed $2,173,911; and

3. The parties desire to amend the Agreement so as to provide for additional compensation in the amount of $397,624 for additional tasks; and

4. The Agreement currently provides in Section 6 for the termination of the Agreement on June 30, 2023; and

5. The parties desire to amend the Agreement so as to extend the termination of the Agreement to June 30, 2024; and

6. The Agreement currently provides in Exhibit A-5 entitled “Scope of Work” the complete and particular description of services; and

7. The parties desire to amend Exhibit A-5 by adding additional services as more completely and particularly set forth in the Scope of Work, attached as Exhibit A-6; and

8. The Agreement currently provides in Exhibit B-4 entitled “Schedule of fees“ the hourly rates; and

9. The parties desire to amend Exhibit B-4 of the Agreement to identify the new hourly rates, attached as “Exhibit B-5”; and

10. The Agreement did not provide for the Agreement or any amendments to be executed in counterparts by facsimile or electronic mail; and

DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 2013-028.6
253
City of Goleta
Amendment No. 6 to Agreement No. 2013-028

Page 2 of 57 ends

11. The parties desire to amend the Agreement to allow for execution of the Agreement and amendments by facsimile and electronic mail in order to expedite the finalization of the agreements; and

12. The City Council approved this Amendment No. 6, on this 19th day of October 2021.

SECTION B. AMENDED TERMS
Now therefore City and Consultant agree as follows that the Agreement be, and hereby is, amended as follows:

1. Subsection (a) of Section 3. COMPENSATION AND PAYMENT of the Agreement is amended to add an additional authorized amount of $397,624 and to read in its entirety:
(a) Maximum and Rate . The total compensation payable to CONSULTANT by CITY for the services under this AGREEMENT SHALL NOT EXCEED the sum of $2,571,535 (herein "not-to-exceed amount") and shall be earned as the work progresses.

2. Section 6. TERM, PROGRESS AND COMPLETION of the Agreement is amended to extend the term for an additional twelve months to read in its entirety.

The term of this Agreement is from the date first written above to June 30, 2024, unless the term of this Agreement is extended or the Agreement is terminated as provided for herein.

3. This Agreement is amended to delete and replace in its entirety:

Exhibit A-5 “Scope of Work” with Exhibit A-6 “Scope of Work” attached hereto and incorporated herein.

4. This Agreement is amended to delete and replace in its entirety:

Exhibit B-4 “Schedule of Fees ” with Exhibit B-5 “Compensation” attached hereto and incorporated herein.

DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 254
City of Goleta
Amendment No. 6 to Agreement No. 2013-028

Page 3 of 57 ends

5. Section 49. COUNTERPARTS AND ELECTRONIC/FACSIMILE

SIGNATURES
of the Agreement is added to include counterparts and electronic/facsimile signatures as follows:

This Agreement may be executed in several counterparts, which may be facsimile or electronic copies. Each counterpart is fully effective as an original, and together constitutes one and the same instrument.

6. Except as otherwise specifically provided herein, all other provisions of the Agreement shall remain in full force and effect
In concurrence and witness whereof, this Amendment No.6 has been executed by the parties effective on the date and year first above written.

CONSULTANT
______________________________
Dennis Haglan, Vice President
______________________________
Matt Satow, Vice President

CITY OF GOLETA
____________________________
Michelle Greene, C ity Manager
ATTEST:
_______
______________________
Deborah Lopez, City Clerk
APPROVED AS TO FORM:

MEGAN GARIBALDI, CITY ATTORNEY
_____________________________
Winnie Cai, Assistant City Attorney

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Exhibit A-6

SCOPE OF WORK
This scope of work describes the tasks required to prepare and deliver the construction documents for the Hollister Avenue Bridge Replacement Project.

Drake Haglan & Associates is the prime engineering consultant leading all tasks and directing a team of subconsultants for certain tasks. DHA shall assure that all tasks are completed regardless of any designation for primary responsibility. The firm with primary responsibility for each task is indicated in parentheses for each task. The firms are designated as follows:

Drake Haglan & Associates,
Inc. (DHA) Hamner, Jewell and
Associates (HJA) MNS
Engineers, Inc. (MNS)

URS Corporation (URS)
Fugro Consultants, Inc.
(Fugro) David R. Black &
Associates (OBA) Rincon
Consulting (RINCON)

"Consultant shall mean DHA."
Task 1: Management and Quality Control:

1.1 Project Management (DHA)
Consultant shall manage the project by tracking the· sc hedule, budget, and value of the products produced.

Consultant shall prepare progress summary reports to be submitted monthly.

Progress summary reports shall identify work completed to date, work anticipated for the next month, and action items necessary to keep the project on track and moving forward, in bullet point format.

1.2 Schedule and Facilitate Meetings (DHA)
Consultant shall schedule, chair, and prepare meeting agendas and notes for Project Development Team (PDT) meetings. Consultant shall submit agendas for

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review prior to the meetings. Distribute notes to all attendees, everyone who was invited, and the City's Project Manager within five (5) working days after the meeting. Include in the notes a list of attendees with phone numbers and email, a synopsis of discussion items, any pertinent information, decisions made, action items, and follow-up to action items. Assume that most PDT meeting will be conference calls, with face-to-face meetings as needed.

Consultant shall attend and present information, as required, at meetings with the City's Project Team, with stakeholder groups, or before the City Council.

Consultant shall integrate the Hollister Avenue Bridge Replacement project schedule into the Ekwill Fowler Project schedule.

25. Review plans for consistency with the Ekwill-Fowler project.

Consultant shall review the Structure plans prior to the 65% Plan Submittal for compliance with the geotechnical recommendations.

1.5 Additional Project Management (Amendment 1 ):

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Consultant shall provide additional project management time required for the oversight of the channel wall design, sewer relocation design, and hazardous material structure survey work. Consultant shall provide internal quality control on these items prior to submitting any deliverables to the City.

1.6 Additional Project Management (Amendment 3):

1.7 Additional Project Management (Amendment 5):

1.8 Additional Project Management (Amendment 6)
Consultant shall provide additional project management time required for Caltrans oversight, as well as the overall coordination of the additional work items listed below.

Some of the additional work that required a significant amount of PM and QC are:
x Caltrans Coordination: Additional coordination with Caltrans is anticipated on this project. Caltrans has had extensive oversight and requested justifications on the same items multiple times as the Local Assistance Procedures Manual (LAPM) and Caltrans procedures continue to change. Considerable additional effort is anticipated for submittal of the Request for For Authorization (RFA) for Construction Funds occurs.

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x FC Review: The Santa Barbara County Flood Control District is performing a design peer review of the project which requires considerable additional interface time not previously anticipated.

Task 2: Environmental Review for CEQA/NEPA and Technical Studies (URS):

In anticipation of a CE, Consultant shall prepare a jurisdictional delineation, and update the California Red-Legged Frog, floristic and other wildlife biological surveys of the Hollister Avenue Bridge location. Using t hese updated and new biological studies, prepare an NES-MI and a Biological Assessment for steelhead critical habitat and the California red-legged frog. Consultant shall prepare other technical studies and memoranda based on existing data contained in the previous San Jose Creek Project MND and Addendum, with new studies as needed. Consultant shall utilize technical studies prepared in support of the Ekwill-Fowler Project EIR and N EPA Categorical Exclusion as these studies contain baselin e data and evaluated construction-related impacts in the area immediately upstream of the existing Hollister Avenue Bridge.

Consultant shall prepare all technical studies in accordance with the Caltrans SER.

The technical memorandum shall include a description of the existing visual setting, updated for future improvements that will be constructed as part of the Ekwill-Fowler Project, and assess potential visual impacts from the bridge replacement project.

Jurisdictional Delineation Report
Consultant shall conduct a renewed delineation of San Jose Creek in the vicinity of Hollister Avenue. Qualified biologists shall visi t the channel of San Jose Creek within 100 feet upstream and downstream of the project area, and delineate the boundaries of the riparian corridor, as well as the limits of the ordinary high water, using sub-meter accurate GPS technology. Map the jurisdictional limits of the USAGE and CDFG in the project, as well as the limits of the City's ESHA. Where field observations suggest that three-parameter wetland conditions may be present, wetland boundaries shall be delineated in accordance with the field procedures set forth in the USACE's Wetland Delineation Manual.

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Following completion of the field delineation, Consultant shall prepare a Jurisdictional Delineation Report containing accurate, quantitative descriptions of the site's jurisdictional waters, including maps prepared in accordance with the USACE's most current specifications. Submit the Jurisdictional Delineation Report in draft form for review. The final version shall be an appendix to the MND, providing substantial evidence for the CEQA analysis of impacts to the creek. The report shall also accompany the USAGE, CDFG, and Central Coast RWQCB permit applications described under Task 9.

Floristic and Breeding Bird Surveys
Consultant shall conduct focused surveys for plants and breeding birds and document findings. Conduct a single field visit to the site during the spring nesting season in April or May 2013.

Consultant shall conduct the floristic survey with a qualified botanist, thoroughly investigating the survey area on foot and compiling a list of all plant species present.

California Red-legged Frog Protocol Surveys and No-Effect Letter Consultant shall conduct and document renewed surveys for California red-legged frog during the 2013 season, using the most rece nt USFWS survey protocol. The survey effort will be led by a qualified biologist hold ing a valid Section 10(a)(1)(A) recovery permit for this species.

As per the survey protocol, a total of two (2) daytime surveys and four (4) nighttime surveys are to be conducted during the br eeding season to be concentrated between February 25 and April 30 to meet protocol recommendations and complete the efforts as early as possible, and an additional one daytime survey and one nighttime survey are proposed during the non-breeding season, after July 1. As required by the survey protocol, separate the nighttime surveys by at least one week's time, although daytime and nighttime surveys may be conducted on the same day.

Consultant shall document the surveys in a brief letter report that includes project location, methods, results, and a map of the survey area, illustrating the locations of any California red- legged frogs detected. Consultant shall cite this letter report in the Biological Resources section of the MND and place it in an appendix to the NES-MI for the project.

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Natural Environment Study (Minimal Impacts)
Consultant shall prepare a Natural Environment Study (Minimal Impacts) (NESMI), in conformance with Caltrans' Standard Environmental Reference. The NESMI shall contain the following information:
• Executive Summary
• Introduction, explaining the purpose of the project and the NESMI • Description of the study methods used to determine project impacts in the NESMI
• Description of the project's environmental setting, focusing on existing biological resources
• Analysis of the project's impacts on biological resources • Discussion of avoidance, minimization, and mitigation measures proposed; measures shall be identical to those identified in the Biological Resources section of the MND
• A list of regulatory permits required for the project • A bibliography of references cited
Consultant shall include the technical reports presenting results of the jurisdictional delineation, California red-legged frog surveys, nesting bird survey, and floristic survey in the NESMI as
appendices, along with the biological technical documents prepared to accompany the original project MND and first Addendum.

Historic Properties Survey Report
(HPSR) Archaeological Survey
Report (ASR)
Supplemental Historic Resources Evaluation Report (HRER) Consultant shall document the findings of prior studies of the Ekwill-Fowler Project in a negative short form HPSR for the proposed bridge replacement project.

Coordinate with the Caltrans' cultural resources specialist at the beginning of the environmental review.

Initial Site Assessment (ISA) Checklist

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Consultant shall prepare an ISA checklist in accordance with the Caltrans SER, including the following:
• Interviews with past and present owners, operators, and occupants. • Review of historical sources of information, such as aerial photographs, fire insurance maps, building department records, chain of title documents, and land use records.
• Review of government records, including regulatory reports for both the subject properties and nearby or adjoining properties.
• Visual inspection of the subject properties and of adjoining properties; and
• Documentation of research, observations, and results of the environmental inquiry in a written report.

Noise Impact Analysis and Technical Memorandum
Consultant shall use construction equipment lists and other data to predict construction noise levels at nearby sensitive receptors. Consultant shall incorporate the results of this analysis into the CEQA document, to be reviewed by Caltrans during preparation of the NEPA CE. If Caltrans requires, present the noise analysis in a technical memorandum.

The technical study will include a discussion of the proposed project, the physical setting of the project area, and the regulatory framework with respect to water quality. It also will provide data on surface water and groundwater resources within the project area and their water quality health, describe water quality impairments and beneficial uses, identify potential water quality impacts/benefits associated with the proposed project, and recommend avoidance and/or minimization measures for potentially adverse impacts.

Deliverables
• MND
• Visual Impact Assessment Technical
Memorandum Jurisdictional Delineation

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Report
• Floristic and Wildlife Survey Letter Report
• CA Red-Legged Frog Protocol Survey Report and No Effect Letter • Natural Environmental Study (Minimal Impacts)
• Historic Property Survey Report (short form)
• Initial Site Assessment Checklist
• Noise Impact Analysis and Technical Memorandum (if required) • Water Quality Technical Memorandum
• GHG / Air Quality Technical Memorandum

Task 2.1: Expanding the NES/MI (Amendment 1 ):

The existing scope is modified to include expanding the NES/MI to a full NES as requested by Caltrans. This shall include additional studies including a protocol survey for bats found nesting under the bridge (Fall Survey, Spring Survey and Summer Survey) and a brief preliminary report within 30 days of the fall survey and a final report within 30 days of summer survey. The NES shall also include findings from past studies regarding the negative presence of Least Bell's Vireo. Preparation of the NES to include up to 10 figures as a part of the NES and up to six hours of consultation calls to discuss results of the NES and bat surveys. A Phase I Archaeological Survey along with the associated report will also be prepared. This work will be completed by URS under the direction of the Consultant.

Task 2.1 Deliverables:
• Natural Environmental Study (NES)
• Protocol Surveys for Bats
• Phase 1 Archeological Survey

Task 2.2: Environmental Review for CEQA/NEPA and Technical Studies (Amendment 3):

The existing scope is modified to include NEPA revalidation that adds contaminated soils studies, community impacts and a contaminated soils management plan.

Task is also expanded to provide for increased permitting support due to expanded construction work areas.

Task 2.2 Deliverables
• Community Impacts Memo
• Expanded lSA
• Contaminated Soils Management Plan

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Task 2.3: Modify Habitat Restoration Plans and Permits (RINCON) (Amendment 4): Develop exhibits to assist with negotiations with property owners, public agencies, and property owners.

• Summarize the timing and conditions of the permits obtained thus far into a compliance matrix and will secure the extension of any approved permit that may be expiring prior to the initiation of construction.

• Update project contacts for all permits.
• Prepare an annual report for the Project as recently requested by CCRWQCB in August 2018.
• Assist with securing the CDFW Streambed Alteration Agreement, specifically by assisting with coordinating the fish passage approval

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process in fall 2018. Anticipated tasks for this effort include attending meetings with CDFW and the project team and reviewing the fish passage design memo.

Task 2.3 Optional: Habitat Restoration Plan (RINCON) (Amendment 4):

Funds associated with this optional task will only be used with prior approval by the City.

Task 2.3 Deliverables
• New Habitat Restoration Plan

Task 2.3 Optional: Additional Permitting support (RINCON) (Amendment 4):

It is anticipated that all required services will be completed within the authorized budget. However, based on past project history, there could be permitting efforts not yet known, such as additional studies requested by the agencies or further agency coordination efforts that may be required prior to construction. This optional services task will only be used with prior approval by the CITY.

Task 2.3 Deliverables
• As Needed

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Task 2.4 CEQA and NEPA Reports/Studies to Accommodate Off-Site Restoration (Amendment 5):

Task 2.5 Additional Environmental Review for CEQA/NEPA Technical Studies (Amendment 6)
This task includes additional environmental work required by the permitting agencies, including project management and coordination.

Task 2.6 New Habitat Restoration Plan Modifications– Rincon (Amendment 6) Rincon updated the Mitigation Plan for Hollister Avenue Bridge in March 2021 to address project design changes at the “transition bowl” and redesign the mitigation site to the off-site location at lake Los Carneros. The Mitigation Plan was submitted to the agencies and the Central Coast Regional Water Quality Control Board (RWQCB) reviewed the plan and had several suggested changes. Additional effort by Rincon is required to respond to these comments including potential modifications to the mitigation plan and secure resolution with RWQCB.

Task 2.6 Deliverables
• Updated Habitat Restoration Plan

Task 2.7 Native Stock Plant Coordination and Fees -Rincon (Amendment 6) Rincon will continue to coordinate the growing of native plant stock. Native plant stock is required for the restoration installation phase, which is a future task that is not part of this proposed scope of work. Santa Barbara Natives, the native nursery who has agreed to grow the native plants for the Project, requires a 40% deposit at this time so that they may begin propagation. The remaining 60% will be due upon delivery and will be included as part of the City’s general Contractor’s scope. Please note that the trees required for the project must be 5-gallons, some of which take up to two years to grow.

Task 2.7 Deliverables
• Coordination and Fee Payment for the Native Stock Planting

Task 2.8 Rincon Permitting and Construction Bid Package Support (Amendment 6)
Rincon will continue to support the permitting effort by completing various new tasks that have been recently established. As outlined in the June 2, 2021, Rincon Budget Amendment Request.

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Rincon will support the preparation of the construction bid package being led by 'HZEHUU\Ň'UDNH+DJODQ5LQFRQZLOOSURYLGHDVFRSHRIZRUNIRU WKH5HVWRUDWLRQ Contractor to be included as part of the package to inform the bidding process on mitigation implementation at Hollister Avenue Bridge. The Restoration Contractor scope of work will include all pertinent information needed for bidding, such as a description of the mitigation approach by site, maps, and a breakdown of costs to be expected, i.e., the purchase of native plant stock. Rincon will also review the engineering sheets from the 95% submittal which show the mitigation sites to ensure the mitigation design is accurately shown.

Task 2.8 Deliverables
• Restoration Contractor Scope for Bidding Purposes

Task 2.9 Preconstruction Permitting Compliance-Rincon (Amendment 6) This task includes biological monitoring and pre-construction surveys for permit compliance not previous included in the scope of work.

Task 2.9 Deliverables

x Bat Surveys and Exclusion Measures
x Nesting Bird Management Plan
x Wildlife Relocation Plan
x Tree Inventory Update and Protection Plan

Task 3: Supplemental Surveying for Base Mapping and Hydraulic Analysis (MNS):

3.1 Field Surveys and Topographic Mapping (MNS)
Consultant shall review existing topographic mapping, boundary, right-of way, and easement mapping for the adjacent Hollister Avenue/Highway 217 roundabout project and fill in additional survey data as necessary to complete the base map for design, hydraulic analysis, and ROW engineering of the bridge replacement project, including:

Bridge Mapping: Consultant shall conduct a field survey of the existing Hollister Avenue Bridge and the bridge 100-feet south of the Hollister Avenue Bridge.

Locate bridge decks, soffits, piers, walls, and visible utilities. ·

San Jose Creek Mapping: Consultant shall conduct a field survey of the creek corridor, 200 feet wide (100 feet east and west from creek centerline) from 120

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feet north of the north edge of Hollister Bridge to 120 feet south of the south edge of the southerly bridge over San Jose Creek.

Consultant shall prepare new base map and surface
for design. Deliverables
• Base mapping for bridge foundation plan
• Creek mapping
• Creek cross sections and creek profile

Task 3.2 Supplemental Surveying for Base Mapping and Hydraulic Analysis (Amendment 1):

Under the direction of DHA, MNS will fill-in additional survey data as necessary to complete the base map for the channel wall design and ROW engineering. The following tasks will be completed:
• Sewer Relocation: Field survey of the existing sewer manholes and inverts for design purposes. Review the sewer line relocation situated within the property known as Bottiani Properties (APN: 071-140-046) for possible easement acquisition for Goleta Sanitary Sewer District. • San Jose Creek Mapping: Field survey of the creek corridor and channel transition 50' south of the steel bridge and continuing 100' south to the project limits.
• San Jose Creek Cross-Sections: Field survey of creek cross-sections will include four sections at 25' intervals starting 50' south of the steel bridge and continuing south to the project limits.
• Update Base Map: Prepare new base map and update surface for design.

Task 3.3 Project Survey Control Verification (MNS) (Amendment 6) Since the project was initiated 10 years ago and there has been a fair amount of private and public work implemented in the work ar ea since that time consequently, project control used in the development of the project may have been destroyed. Additional survey and control by MNS are required and needs to be confirmed or reset prior to construction.

Task 3.3 Deliverables
x Re-established project control

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Task 4: Materials and Foundations Reports - Fugro:

Consultant shall prepare a Materials and Foundations Report to support the design of the pavement structural sections and bridge foundations.

Consultant shall prepare a Preliminary Foundation Report, including discussions and geotechnical considerations for alternativ e foundation types for the new bridge.

Provide the PFR in PDF format.

Include field and laboratory data obtained from the geotechnical study in the report.

Consultant shall include the following opinions and recommendations for the roadway in the report:
i. Slope inclinations for the design of cut and embankment slopes. ii. Embankments including suitability of excavated materials for use as fill, moisture control, erosion control and drainage considerations, expansive soils, estimated settlement and special treatments to reduce settlement, if needed.
iii. Corrosion considerations for culverts and buried concrete structures (cement factors, pipe thickness, and need for coatings). iv. Earthwork factors for onsite materials that are excavated and replaced as compacted fill; and
v. Structural sections for asphalt concrete pavements based on traffic indices used for the project.
vi. Consultant shall include the following opinions and recommendations regarding the bridge foundation design in the report:
vii. Soil and groundwater conditions encountered.
viii. Site geology, faulting, and seismicity.
a. Seismic design criteria and recommended ARS Curve for use with Caltrans design methods.
b. Liquefaction potential and considerations relative to foundation design (negative skin friction and estimated seismic settlement of approaches and pile foundations, if needed).
c. Corrosion considerations for design of subsurface structures (minimum cement factors estimated in accordance with Caltrans guidelines).
d. Scour, grain sizes for samples of riverbed materials, and mean particle size of thalweg material.
e. Specified tip elevation, settlement, and size for foundation types and class of pile loading considered (up to 2 pile types can be considered within proposed level of effort).
f. Lateral capacity plotted as shea r, moment, and deflection versus

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depth for a single pile foundation under free-head and fixed-head conditions based on p-y analysis.
g. Pile spacing and group reduction factors for vertical and lateral loads, if needed.
h. Lateral earth pressures, spring constants, and passive pressure resistance for abutment design.
i. Special considerations for approach fill settlements: allowable slope inclinations, waiting periods, and need for monitoring; and j. Construction considerations: need for dewatering, pile driving, CIDH pile construction, adjacent structures, temporary excavations, and shoring.

Consultant shall respond to review comments and incorporate them into the final Geotechnical Report and Log of Test Borings sheet. Submit the final report with an electronic copy of the LOTS.

Deliverables
• Draft Geotechnical Report
• Final Geotechnical Report
• Log of Test Borings Sheets

Task 4.1 Geotechnical Services for Channel Walls (Amendment 1 ):

Under the direction of DHA and using the existing geotechnical data in the area acquired by Fugro and others, Fugro will provide geotechnical design parameters and lateral earth pressures for the channel walls. The design of the channel walls will follow United States Army Corps of Engineers (USAGE) design methods, where applicable (note that USAGE design methods do not address soil nail walls). The following geotechnical engineering eval uations and recommendations will be provided in a written report:
• Summary of subsurface soil and groundwater conditions and idealized soil profile(s) for the portions of the channel that are part of this work. • Evaluation of geologic hazards consisting of faulting and ground rupture potential, strong ground shaking and peak horizontal ground acceleration for Operational Basis Earthquake (QBE) and Maximum Design Earthquake (MOE) conditions (developed using the USGS PSHA de-aggregations web application), liquefaction potential, seismic settlement, and a qualitative evaluation of lateral spreading hazards.
•
Static active, at-rest, and passive lateral earth pressures in accordance with USACE design criteria for retaining walls.

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• Estimated dynamic lateral force increments for QBE and MDE conditions Estimated lateral earth pressures for liquefaction conditions. • Static and seismic limit equilibrium global slope stability analyses of the channel walls and for the various design conditions.
• Recommendations for soil nail size, lengths and spacing for the upstream channel walls and transition zone.
• Corrosion potential; and
• Construction considerations
Locate Old Bridge Foundations: Under the direction of DHA, Fugro will use a truck mounted geo-probe rig to push through the existing asphaltic pavement section and underlying soil to a depth of approximately 25 to 30 feet in the area where foundation locations for the replacement bridge may be in conflict with the abandoned foundations. A total of 8 ground probes are proposed and additional probes, if time permits, to fill a single workday defined by the hours of the encroachment permit will be performed. The actual limits, number, and locations of the individual ground probes will be adjusted based on site conditions and potential conflicts with underground utilities. We have assumed that the pavement structural section consists of asphalt concrete and aggregate base and that pre- coring the probing locations is not needed. Prior to mobilizing the field equipment, we will contact Underground Service Alert (USA) for utility clearance and confirm probing locations with the design team. We will also coordinate with the City of Goleta to obtain an (no-fee) encroachment permit for the work. Traffic control will be needed to perform the work and may include lane closures. Our fee estimate assumes that one eastbound lane will remain open during the duration of the probing work. We have assumed all the work can be performed during standard daytime hours for work in the right of way (9:00 am to 4:00 pm).

Asbestos/Lead-Containing Paint Survey: Under the direction of DHA, Geocon will survey existing Hollister Avenue Bridge and the adjacent private bridge over San Jose Creek for suspect asbestos and lead-containing paint (LCP).

Field work includes up to 16 asbestos samples for Polarized Light Microscopy (PLM) analysis, 4 asbestos samples for point count (400 pts), 6 paint samples for total lead, and 4 paint samples for soluble (WET or TCLP) lead on standard laboratory turnaround times.

Task 4.1. Deliverables
• Channel Wall Geotechnical Report
• Prepare Draft Asbestos/LCP Survey Report for Client review. • Prepare Final Asbestos/LCP Survey Report.

Task 4.2 Additional Geotechnical Services (Amendment 5 ):

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Task 4.3 Response to Geotechnical PEER Review Comments
The Geotechnical subconsultant for the project, Fugro, requires additional geotechnical services to respond to geotechnical-related peer review comments submitted to the City from the Santa Barbara County Flood Control District.

Task 4.3 Deliverables
x Response to comments
x Revised Geotechnical Study

Task 5: Location Hydraulics Study (MNS):

Using the existing HEC-RAS output data, Consultant shall complete a Location Hydraulic Study to conform to the requirements described in 23 CFR 650A, Section 650.111(b) (c) (d).

The report shall describe potential impacts to residences, other buildings, crops, Emergency or Evacuation Route, Emergency Vehicle Access, Practicable Detour Available, Approximate Duration of Traffic Interruption for Base Flood (Q100), including a discussion of the following items:
• Risk associated with implementation of the action
• Impacts on natural and beneficial floodplain values
• Support of probable incompatible floodplain development • Measures to minimize floodplain impacts associated with the action • Measures to restore and preserve the natural and beneficial floodplain values impacted by the action
• Practicability of alternatives to any significant encroachment • Practicability of alternatives to any longitudinal encroachment • Deliverables
• Location Hydraulic Study

Task 6: Summary Floodplain Encroachment Report (MNS):

Consultant shall prepare a Summary Floodplain Encroachment Report based on results of the Location Hydraulic Study and in accordance with Caltrans content requirements.

Task 6 Deliverables
• Summary Floodplain Encroachment Report

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Task 7: Hydrology and Hydraulics Study (MNS):

Deliverables
• Draft Hydrology and Hydraulics Study
• Final Hydrology and Hydraulics Study

Task 7.1: Channel Fish Passage Analysis and Verification (Amendment 3):

Review available data from existing channel design to ensure conformance with the original fish passage design. Incorporate any changes agreed to by the City.

Task 7.1 Deliverables
• Technical memo documenting conformance with original channel design • Updates plans to reflect current design

Task 7.2: Channel Design Modifications for Storm Performance (Amendment 3):

Design and detail changes needed to modify articulated mat anchorage details to withstand high turbulent flow in the channel.

Task 7.2 Deliverables
• Channel Mat Anchor Details

Task 7.3: Channel Fish Passage Analysis and Verification (Amendment 4):

Due to deficiencies in technical data available for prior approved San Jose Creek fish passage design, perform analysis Provide Technical Memo that confirms compliance with prior approved fish passage design for the San Jose Creek Capacity Improvement Project. Develop exhibits to illustrate channel grading, develop details for fish passage that conform to the prior approved fish passage project.

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Task 7.3 Deliverables
• Technical memo documenting conformance with original channel design • Updates plans to reflect current design

Task 7.4: Channel Fish Passage Coordination and Fish Passage Design Optional Task (Amendment 6):

This task includes potential coordination and design related changes/permit compliance due to regulatory compliance. Due to the unknown nature of this task, an estimated dollar amount is included as an optional task and may be subject to change, depending on regulatory requirements. This task must be authorized in writing by the City.

Task 7.5 Coordination for the revised hydraulic modeling and CLOMR/MOMR Process (Amendment 6)
This task includes additional efforts required to coordinate with the City’s hydraulics and FEMA consultant. The effort is necessary to ensure the project meets FEMA requirements in order to ensure the City ultimately secures approval from FEMA of a Letter of Map Revision for the completed San Jose Creek Channel and thereby allows a reduction of the regulatory floodplain within Old Town Goleta.

Task 8: General Plan and Bridge Type Selection (DHA):

Consultant shall prepare and submit a letter report documenting the Bridge Type Selection for transmittal to Caltrans.

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• Discussion of the pros & cons of each bridge type (Type Selection Memo)
• Preliminary quantities and estimated construction cost for each alternative

• Recommended bridge type for final design
• List of any design decisions needed from the City
• List of issues that will be resolved during final design Consultant shall prepare conceptual plans at 1" = 20' scale. Additional information to be indicated at this stage will include the base map data from field survey and records research, utility facility sizes, roadway dimensions, and rights-of-way, and presenting plan, elevation, and section views of the proposed improvements along with all existing facilities.

Consultant shall perform quality control on all
submittals. Task 8 Deliverables
• Geometric Approval Drawings (GADs) including roadway typical section • Bridge General Plan
• Technical Memorandum (Bridge Type Selection Memo)
• Preliminary Construction Cost Estimate

Task 8.1 General Plan of each of the Channel Walls - DHA (Amendment 1):

The design work includes the review of the plans and reports from the adjacent San Jose Creek Capacity Improvements Project. An investigation of the anticipated top of wall deflections of various wall types under service load conditions will be performed since the channel walls are located near existing buildings. The horizontal al ignment and vertical profile of the c hannel w ill be designed so that they are consistent with approved CLOMR HEC-RAS model.

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Task 9: Technical Support to Secure Permits (DHA, URS):

Consultant shall provide the City with exhibits and calculations necessary for the application and approval of the various permits that have been identified for the construction of the project, which include:
• USCOE 404 Permit
• USFWS and NOAA Fisheries Section 7 Consultation
• RWQCB 401 Permit
• California Department of Fish & Wildlife 1602 Permit
• Caltrans Encroachment Permit
• Santa Barbara County Air Quality Air Pollution Control District Permit or Exemption
• State Water Resources Control Board - Construction General Permit

Task 10: Coordination with City's Ekwill Street and Fowler Road Extension (DHA):

Task 11: Design Review Board Approval (DHA, DBA):

In addition to the already scoped exhibits of visible bridge elements, Consultant shall prepare channel wall exhibits as requested by the City for review by the Design Review Board (DRB). Exhibits will include modeling of the wall aesthetics, in addition to the transition from the channel walls back to the natural creek bed on the north side of the project.

Task 12: Bike Access Feasibility Assessment:

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Task 12 Deliverables:
• Technical Memorandum.

Task 13: 65% PS&E - DHA & DBA:

Consultant shall prepare the roadway civil design based on the approved geometric approval drawing.

Consultant shall prepare the roadway Typical Section Sheet, including the roadway structural section based on City standards or Ekwill-Fowler criteria.

Consultant shall prepare Plan and Profile sheets that delineate the general roadway improvements and pavement dimensions. Geom etric information, tied to the project control points, shall be shown to sufficiently describe both the horizontal and vertical alignments.

Consultant shall prepare the roadway Construction Details at appropriate scale, showing utility locations, re-grading, and geometric details. Specific improvement details may also be shown on the Construction Details.

Show traffic handling details on relevant sheets. Show detour route signage to be used during construction closures. Advisory and construction area signs (CAS) shall be shown on a Construction Area Signs Sheet.

Consultant shall develop a signing and pavement marking plan utilizing City standard details and current Caltrans Traffic Manual, Sign Specifications, and Standard Plans, as applicable. Show existing and new sign locations. Designate standard signs by appropriate Caltrans standard sign numbers. Show temporary signing and striping, portable delineators, temporary crash cushion arrays and temporary railing (Type K), as necessary.

Consultant shall include and incorporate appropriate plan sheets from the San Jose Creek Capacity Improvement Project for the widening of the San Jose Creek. The plan

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sheets for portion of the creek to be widened within the project limits will be inserted into the plan set for the bridge replacement.

Detailing of plans shall be in accordance with Caltrans Bridge Design Details Manual. Both the design and deta iling shall be based on the use of the latest City Standards and Caltrans Standard Plans and Standard Specifications.

The existing scope is modified to include the preparation of 65% design level plans of the channel walls and the channel itself. This work shall include the sewer relocation design to provide service to the properties located on the southeast corner of Hollister Avenue Bridge. Consultant shall be designing the channel and channel walls, while MNS, under the direction of the Consultant, shall be designing the sewer line relocation. This submittal shall consist of plans in pdf format, an estimate of probable costs in pdf and excel formats, and a draft item list that will identify non-- standard items that will need special provisions.

Task 13.1 Additional 65% Design (Amendment 3):

Task 13.1 Deliverables:
• 65% plans in PDF
• Updated combined "estimate of probable costs" in PDF and MS Excel • Draft item list

Task 14: 95% PS&E - DHA & DBA:

Consultant shall prepare and submit the 95% PS&E, consisting of fully designed and checked plans, specifications, and estimate. Consultant shall prepare and submit a "Response to 65% Comments" document with the 95% PS&E. Consultant shall perform a QC review of the 95% plans, specifications and estimate and

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incorporate appropriate revisions prior to submittal to the City. Consultant shall prepare and submit specifications in Microsoft Word and the estimate in Microsoft Excel. The Plans, Specifications and Estimate shall be prepared in accordance with current Caltrans standards and practices for local agency projects, as well as conform to the City of Goleta's standards and practices.

The project technical specifications shall be prepared and combined with City supplied front-end boilerplate specifications.

The existing scope is modified to include plans, specifications and estimate for the channel, channel walls, and sewer relocation. An independent design check of the channel walls shall be performed by a senior level engineer. Part of the 95% work will be to review the 65% plans, update as necessary, and prepare a "Response to 65% Comments" document. The 65% plans shall be reviewed and updated as necessary, and a "Response to 65% Comments" document shall be prepared.

DHA shall perform a QC review of the 95% plans, specifications and estimate and incorporate appropriate revisions prior to submittal to the City. Specifications shall be prepared in Microsoft Word and the estimate will be prepared in Microsoft Excel.

The project technical specifications shall be prepared and combined with City supplied front-end boilerplate specifications.

Task 14 Deliverables:
• 95% Plans in PDF
• Special Provisions in PDF and MS Word
• Combined Engineers Estimate in PDF and MS Excel

Task 15: Final Bid Package and RE-File- DHA:

Consultant shall prepare a construction schedule to determine the number of working days for construction.

The existing scope is modified to include one set of full-size reproducible Mylar Final Design Plans for the channel widening, channel walls, and sewer relocation. DHA shall prepare the construction quantity calculations and marginal estimate in the RE file. The design and scope of services shall also include complete and detailed estimate of quantities; construction cost estimate; answers to all questions regarding the design during the design review process; review of the project site to ensure that the plans are drawn correctly; and attendance at project related meetings specific to the channel, channel wall, and sewer relocation work. A construction schedule shall be provided outlining the number of working days for

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construction and w ill include all t he channel widening work in addition to the previously scoped bridge work.

• Electronic Microsoft Excel file of Construction Cost Estimate • AutoCAD Project Plans on CD
• Electronic Microsoft Word file of specifications
• Hard copy of Construction Cost Estimate
• Resident Engineer's File

Task 15.1 Revisions to Final Bid Package due to Caltrans, Flood Control, and Fish Passage Design Changes (Amendment 6)
Several plans, specifications, and estimate modifications are needed to address the following out of scope work:
x Extensive Caltrans comments required PS&E modifications. x Santa Barbara County Flood Control Review: The Santa Barbara County Flood Control District has performed a peer review of the project that has resulted in additional design changes and analysis.
x Fish Passage: The design of the project has required a redesign of the fish- passage elements. This effort includes a redesign of the transition bowl upstream of the Hollister Avenue including grading changes Additional redesign may also occur in relation to fish-passage design changes in response to the fish weir redesign desired by the resource agencies (CDFW and NMFS). This additional work is in addition to this item that was addressed in the previous amendment. x PS&E modifications due to the changes in Right of Way Activities described in Task 18.5.

Task 15.1 Deliverables
x Revised PS&E sheets

Task 16: Right of Way Engineering (MNS):

Consultant shall prepare the required maps, legal descriptions, deeds, sketches, and back-up data to support the right-of-way acquisition effort. ROW engineering shall be performed based upon the Caltrans ROW Manual specifications.

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• Prepare the appraisal map which identifies the parcel number, owner, type of easement, size of easement, and remainder size. • Prepare legal descriptions and sketches for each parcel to be acquired for temporary or permanent use.

1. Task 16.1 Additional Right of Way for the Channel Widening and Sewer Relocation (Amendment 1):

This task is modified to include the additional right of way engineering work relating to the channel widening and sewer relocation design. MNS, with input from the Consultant, shall prepare the required maps, legal descriptions, deeds, sketches, and back-up data to support the right-of-way acquisition effort relating to the channel wall design and sewer relocation. ROW engineering shall be performed based upon the Caltrans ROW Manual specifications. The following tasks shall be completed:
• Identify the need for preliminary title reports (3 title requests estimated).

Review and retrace easements relating to right of way and temporary construction uses.
• Work with the project engineer to determine the precise areas needed for permanent and temporary easements, and for areas of interagency transfer.

• Update the appraisal map which identifies the parcel number, owner, type of easement, size of easement, and remainder size. • Prepare legal descriptions, sketches, and closure calculations for each parcel to be acquired for temporary or permanent use relating to the sewer line relocation and channel wall design (6 temporary construction easements and 7 permanent easements estimated).

Hamner, Jewell & Associates (HJA) shall review the Preliminary Title Reports for the necessary parcels, and associated title docs, to aid the surveying team with developing right of way engineering, appraisal maps, and legal descriptions. Title reports are included as a pass-through cost to the project.

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Additional Right of Way related to NEPA Revalidation (Amendment 3):

This task is modified to include the additional right-of-way engineering work relating to NEPA Revalidation. Work involves completely segregating HBP participating right of way from non-- participating right of way on each parcel around the bridge. The right of way acquisition areas will be tailored to be an absolute minimum needed for construction activities without regard to business operations.

The right of way appraisal maps will be redrawn to show these areas. Plats and legal descriptions will be prepared for each parcel based on the idealized easement areas.

2. Task 17: Right of Way Appraisals - HJA:
(a) Consultant shall obtain Preliminary Title Reports for the affected parcels.

Consultant shall obtain appraisals from a state licensed real estate appraiser, prepared in conformance with state laws and Caltrans guidelines, as required to set the basis of right of way purchase offers to private property owners by the City. All appraisals shall be submitted to the City for review and pre- approval prior to purchase offer presentations. If project funding requires formal third-party appraisal reviews, assume that Caltrans staff will provide the required appraisal reviews.

Task 17.1: Right of Way Appraisals for Channel Widening - HJA (Amendment 1):

For the parcels directly related to the channel widening, HJA shall obtain appraisals from a state licensed real estate appraise r, prepared in conformance with state laws and Caltrans guidelines, as required to set the basis of right of way purchase offers to private property owners by the City. All appraisals shall be submitted to the City for review and pre-approval prior to purchase offer presentations. If project funding requires formal third-party appraisal reviews, it is assumed that Caltrans staff will provide the required appraisal reviews. This proposal does not include any appraisal of public lands held by City, County, County Flood Control, or State. It is assumed that appraisals will only be required for the acquisitions of private properties.

Task 17.2: Additional Right of Way Appraisals - HJA (Amendment 3):

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appraisal reviews which previously were to be performed by Caltrans, however, Caltrans are no longer providing this service.

Task 17.3 Right of way Appraisals (Amendment 4):

Task 17.4 Additional Right of way Appraisals (Amendment 5):

Appraisals for full take on parcels on east side of SJ Creek channel and updates to TCE valuations.

Task 17.3 Deliverables
• Five parcel reappraisals (071-140 -046, 071-260-CA1, 071-140-056, 071-090- 089 & 071-
090-036)
• Five appraisal reviews
• Appraisal for full take of 3 parcels (071-140-046, 071-260-CA1 & 071-140-056) • Mitigation easement waiver valuation/offer

Task 18: Right of Way Acquisition - HJA:

Offer packages shall include an offer letter, Appraisal Summary Statement, proposed Acquisition Agreement, and Deed. Present these documents for City review and pre- approval prior to presenting offers to proper ty owners. Concurrently, Consultant shall seek Caltrans review and approval of the appraisals, prior to proceeding with making the purchase offers. After offer presentation, Consultant shall handle all follow up negotiations in pursuit of mutually acceptable amicable purchase agreements with each owner to finalize the property purchases. For any purchase efforts that do not culminate in mutually acceptable amicable agreements, Consultant shall coordinate with City and, if appropriate, with the City Attorney's office in conjunction with any required Necessity Hearing scheduling. For those which reach final agreements, Consultant shall process all documents for necessary approvals and coordinate escrows, title insurance, and closings.

Task 18.1: Right of Way for Channel Widening - HJA (Amendment 1 ):

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Consultant shall coordinate all right of way acquisitions associated with the channel widening and the bridge replacement for this project with the acquisitions of the Ekwill Fowler Extension project. The existing scope is modified to include the additional right of way acquisition work for HJA that will be required for the channel widening. This includes the preparation of offer packages, coordination with Caltrans and the City for review and approval and follow up negotiations. For any purchase efforts that do not culminate in mutually acceptable amicable agreements, HJA shall coordinate with City and, if appropriate, with the City Attorney's office in conjunction with any required Necessity Hearing scheduling.

HJA will process all documents for necessary approvals and coordinate escrows, title insurance, and closings.

Task 18.2: Additional Right of Way Needs - HJA (Amendment 3):

This work involves approaching the property owners with an additional acquisition separate from the Ekwill Fowler project as required by Caltrans. This includes the preparation of offer packages, coordination with Caltrans and the City for review and approval and follow up negotiations. For any purchase efforts that do not culminate in mutually acceptable amicable agreements, HJA will coordinate with City and, if appropriate, with the City Attorney's office in conjunction with any required Necessity Hearing sch eduling. HJA will process all documents for necessary approvals and coordinate escrows, title insurance, and closings.

Task 18.3 Right of Way Acquisition (Amendment 4):

This work involves the preparation of offer packages, coordination with Caltrans and the City for review and approval and follow up negotiations. For any purchase efforts that do not culminate in mutually acceptable amicable agreements, coordinate with City and, if appropriate, with the City Attorney's office in conjunction with any required Necessity Hearing scheduling. Process all documents for necessary approvals and coordinate escrows, title insurance, and closings.

Task 18.3 Deliverables
• Revised offer preparation and presentation of five parcel reappraisals • Ongoing relocation assistance for 5 occupancies

Task 18.4 Acquisition and Tenant Issue Support (Amendment 5):

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Provide acquisition support for development and approval of purchase agreement for full take properties and support regarding issues for tenants on the full take properties.

Task 18.5 Right of Way Acquisition Modifications and Relocation Assistance– Dewberry/MNS/HJA (Amendment 6)
This task includes additional work attributed to extensive efforts on the ROW for this project. Specifically additional works related to the full-take acquisitions of properties on the east side of the San Jose Creek Channel and modifications to temporary and permanent takes on properties either side of San Jose Creek north of Hollister Avenue.

This task also includes relocation assistance to tenants by HJA.

Task 19: Utility Coordination and Relocations - DHA:

Consultant shall ensure that this task is coordinated with the Ekwill Fowler Project.

Consultant shall ensure that all utility relocation costs attributed to the HBP project are identified and segregated from the Ekwill Fowler Project.

(b) relocations for those utilities that conflict with the proposed project.

Anticipated work under this task is as follows:
• Utility Base Map: Prepare a utility base map to be used in conjunction with the topographic base map.
• Utility Matrix: Prepare a utility matrix to document the utility coordination activities including owner; contact name, telephone, and facsimile numbers; mailing and physical addresses; email addresses; dates and methods of communication; description of effected utility; method of conflict resolution, if any; status of relocation plans, if any; etc.
• Utility Verification Package: Prepare the Request for Utility Information letter with plans that outline the proposed design and right-of-way, and existing utilities as mapped in the field.
• Consultant shall prepare and execute a potholing plan to provide positive identification and location of any high-risk utility facilities that may conflict with the project.
• Utility Notice of Potential Conflict Package: Consultant shall prepare a Notice of Potential Conflict letter, that ident ifies potential utility conflicts with the planned project and transmit to each affected utility with a relocation deadline schedule. This is a formal coordination letter that identifies the relocation work and schedule required to complete the relocations.

Packages will be sent to all utility owners within the project limits - regardless of potential conflict or not - in order to provide transparency of all utility

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coordination.
• Relocation Parameters: Provide utility relocation parameters for utility owner relocations plans.
• Consultant shall coordinate all modi fications, changes, or relocations of existing underground and/or overhead utilities with respective utility companies. Where feasible, every effort shall be made to complete all modifications, changes, or relocations of existing underground and/or overhead utilities prior to construction.
• Schedules and progress reports for utility efforts shall be prepared by Consultant. Plans and cost estimates provided by the utility companies shall be reviewed and recommendations shall be made.
• Field Meetings: Consultant shall attend field meetings with utility owner representatives.
• Utility Relocation Agreements: Consultant shall prepare utility relocation agreements if necessary.
• Utility Specifications: Consultant shall prepare special provisions relating to utility coordination during construction including timing and duration of construction windows for utility relocations performed by owner's forces. • Utility Plans: Consultant shall finalize utility plans for contract documentation plan set.
• Utility Notice to Owner Package: Consultant shall prepare Notice to Utility Owner letters that include final project plans that show location and elevation of existing utility and the proposed utility relocations. • RE Pending File: Consultant shall provide documentation of the utility coordination effort for the City and the RE Pending file. Provide the City with support for the right- of-way certification.

Task 19 Deliverables:
• Utility contact list and initial status matrix
• Utility Request for Utility Information letters, plans, and updated utility status matrix
• Utility Notice of Potential Conflict letters, plans, and updated utility status matrix
• Utility Notice to Utility Owner letters, plans, and updated utility status matrix
• Relocation Agreements, as necessary
• Utility Plan and specification
• Utility Section for RE Pending File

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Task 19.1: Utility Coordination and Relocations - DHA (Amendment 3):

Additional utility relocation coordination with the utility companies with facilities impacted by the bridge replacement and channeling widening.

Task 19.2 Additional Utility Coordination - MNS (Amendment 6) This task includes additional utility coordination not originally anticipated due to continued delays by the utility companies to their relocation plans multiple times and as well as changes to their relocation strategies multiple times. Additional efforts are required to prepare exhibits and coordination of relocation plans for trenching under the creek, going aerial, as well as through the bridge. Utility relocation changes require modifying the final bid plans (Task 15) in order to fully implement the latest utility relocations into the plan set.

Task 20: Mitigation Monitoring Plan - AECOM:

Task 21: Contract Bidding and Award Assistance - DHA:

Consultant shall interpret plans and specifications as required during the bidding process. Attend and participate in a pre-bid meeting with potential bidders.

Consultant shall assist in preparing addenda that may be issued to bidders.

Answer questions regarding the Technical Provisions, the design drawings, or conflicts in the design during the bidding process and preconstruction meeting.

Consultant shall assist the City in preparation of Addenda regarding omissions or conflicts in the design.

Scope Assumptions:

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The deck geometry of the replacement bridge will be driven by the layout of the SB 217/Hollister Roundabout developed for the Ekwill Street and Fowler Road Extensions Project.

The actual costs may vary from task to task from that proposed in the fee, but the overall fee will not be exceeded unless additional work is requested and approved by the City, and fee for any such additional work will be negotiated prior to work being performed.

The City will obtain permits and pay all permit fees, with technical support provided by the Consultant.

The City will perform review and approval of all project deliverables.

The City will lead all community outreach efforts with support from Consultant.

Consultant shall prepare exhibits and be available to attend public workshops/open houses.

The City will provide legal services necessary should Eminent Domain proceedings be required for right of way acquisition.

The preparation of a SWPPP is not included.

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HollisterAvenueoverSanJoseCreekBridgeReplacementProject Amendment6FeeEstimate
Task
No. Task Current
Contract Amt Task Transfers
Amendment 6
Additional
Services
Total Revised
Contract
Amount
Fugro Hamner Jewell MNS Rincon Total $ Per Task
1 Management & Quality Control 268,369.76$ 39,120.51$ 307,490.27 $ 39,120.51$ 2 Environmental Review CEQA/NEPA &
Tech Studies 12,129.83$ -$ 12,129.83$ 62,347.00$ 62,347.00 $ 2A NEPA Revalidation 31,157.79$ -$ 31,157.79$ -$ 3 Supp Surveys for Base Mapping &
Hydraulic Studies 4,351.76$ -$ 4,351.76$ 5,263.61 $ 5,263.61 $ 4 Materials & Foundation Reports 5,010.11$ -$ 5,010.11$ 5,500.00 $ 5,500.00$ 5 Location Hydraulics Study 294.01$ -$ 294.01$ -$ 6 Summary Floodplain Encroachment
Report
147.00$ -$ 147.00$ -$ 7 Hydrology & Hydraulics Study 11,981.33$ 26,456.83$ 38,438.16 $ 26,456.83$

7.4 Optional Channel Fish Passage
Coordination and Fish Passage Design -$ 50,000.00$ 50,000.00 $ 50,000.00$ 8 General Plan & Bridge Type Selection 108,661.52$ -$ 108,661.52$ -$ 9 Tech Support to City in Securing All
Permitting
2,108.44$ -$ 2,108.44$ -$ 10 Coord w/City's' Ekwill St & Fowler Rd
Extension
6,757.65$ -$ 6,757.65$ -$ 11 Design Review Board (DRB) Approval 53,243.12$ -$ 53,243.12$ -$ 12 Bike Access Feasibility Assessment 21,220.50$ -$ 21,220.50$ -$ 13 65% PS&E 272,106.88$ -$ 272,106.88$ -$ 14 95% PS&E 220,464.23$ -$ 220,464.23$ -$ 15 Final Bid Package & RE File 49,427.30$ 15,562.71$ 172,349.71 $ 237,339.72 $ 172,349.71$ 16 Right-of-Way Engineering 18,592.92$ -$ 18,592.92$ -$ 17 Right-of-Way Appraisals 3,824.81$ -$ 3,824.81$ -$ 18 Right-of-Way Acquisition 3,572.80$ 6,880.40$ 10,453.20 $ 13,252.85 $ 5,289.68 $ 25,422.93 $ 19 Utility Coordination & Relocations 61,928.40$ -$ 61,928.40$ 11,162.83 $ 11,162.83 $ 20 Mitigation Monitoring Plan 2,024.44$ -$ 2,024.44$ -$ 21 Contract Bidding & Award Assistance 20,940.94$ (15,562.71)$ - $ 5,378.23$ -$ $ 1,178,315.54 $ - $ 294,807.45 $ 1,473,122.99 1 Reimbursables $ 29,729.00 29,729.00$
1 URS - Environmental 325,583.00$ -$ 325,583.00$ 2 David Black - Landscaping 18,944.00$ -$ 18,944.00$ 3 Fugro - Geotechnical 89,845.83$ 5,500.00$ 95,345.83 $ 4 Hamner Jewell - Right of Way 287,579.05$ 13,252.85$ 300,831.90 $ 5 MNS - Survey, ROW Engr, Hydraulics,
Utilities 157,240.00$ 21,716.11$ 178,956.11 $ 6 Rincon - Environmental Permitting 86,674.58$ 62,347.00$ 149,021.58 $ $ 965,866.46 $ - $ 102,815.96 $ 1,068,682.42 $ 2,173,911.00 $ - $ 397,623.41 $ 2,571,534.41 $ 5,500.00 $ 13,252.85 $ 21,716.12 $ 62,347.00 $ 397,623.42 $ 397,624.00 $ 2,571,535.00
AmendmentDetailByTask

TOTAL DHA LABOR
Ditect Costs

SUBCONSULTANT

TOTAL SUBCONSULTANTS

TOTAL PROJECT
8/24/2021City of Goleta
Amendment No. 6 to Agreement No. 2013-028

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HollisterAvenueoverSanJoseCreekBridgeReplacementProject Amendment6FeeEstimate
Exhibit B
CONTRACT No. CONSULTANT COST PROPOSAL
CONSULTANT: Dewberry | Drake Haglan

DIRECT LABOR
Name Classification Hours Rate Total
Dennis Haglan* Principal Engineer 60 120.00 $ $7,200.00 tbd Senior Engineer Range A 0 65.00$ $0.00
tbd Senior Engineer Range B 0 69.00$ $0.00
Gou Wei Li Senior Engineer Range C 0 74.13$ $0.00 Dave Melis* Senior Engineer Range D 195 91.01$ $17,746.95 Matt Burgard* Senior Engineer Range D 252 74.15$ $18,685.80 Tony Dubovik Senior Engineer Range D 40 79.80$ $3,192.00 Jose Silva Senior Engineer, Range D 0 117.67 $ $0.00 Gordon Danke Engineer Range A 0 48.03$ $0.00
Tom Lopata Engineer Range B 0 60.00$ $0.00
Anthony Boyes Engineer Range C 0 63.99$ $0.00
Keith Dresbach CADD Manager 100 65.00$ $6,500.00
Eduardo Cisneros CAD Technician III 270 50.74$ $13,699.80 Luke Ervin Assistant Engineer Range A 0 39.04$ $0.00 Kyle Lundblom Assistant Engineer Range A 320 48.62$ $15,558.40 Frank Demarco Cad Designer 0 51.98$ $0.00
Stephanie Morales Senior Designer 0 48.12$ $0.00
Kevin Ross Principal 0 104.77$ $0.00
Jeff Elmensdorp Senior Engineer Range D 24 76.76$ $1,842.24 tbd Project Coordinator 0 41.00$ $0.00
tbd Engineering Technician 0 39.00$ $0.00
1,261 Total Hours
Subtotal Direct Labor Costs $84,425.19
Anticipated Salary Increases $3,377.01
TOTAL - Direct Labor $87,802.20
INDIRECT COSTS Rate Total
Overhead 97.60% $85,694.94
Fringe Benefit 55.87% $49,055.09
General & Administrative 0.00% $0.00
153.47%
TOTAL - Indirect Costs $134,750.03
FEE ( 10.00% ) TOTAL - Fee $22,255.22
OTHER DIRECT COSTS Total
Travel Costs (airfare and rental car) Trips 0 @ 800.00$ -$ Travel Costs (lodging) Nights 0 @ 210.00$ -$
Overnight Service Each 0 @ 24.00$ -$
TOTAL - Other Direct Costs $0.00
TOTAL COST $244,807.45

SUBCONSULTANTS
Rincon Consultants 62,347.00$
Hamner-Jewell 13,252.85$
Fugro 5,500.00$
MNS 21,716.11$
Total Subconsultants Cost 102,815.96$
Fish Passage Design (Optional) 50,000.00$
Total Contract $397,623.00
EXHIBIT 10-H1 COST PROPOSAL

ACTUAL COST-PLUS-FIXED FEE

DESIGN, ENGINEERING AND ENVIRONMENTAL STUDIES
yp ( ) p y j p g g q
withtwoasterisks(**).AllcostsmustcomplywiththeFederalcostprinciples.Subconsultantswillprovidetheirowncostproposals.2.Thecost City of Goleta
Hollister Avenue Bridge Replacement Project
DEWBERRY | DRAKE HAGLAN
CONTRACT SUMMARY - AMENDMENT 5
8/24/2021City of Goleta
Amendment No. 6 to Agreement No. 2013-028

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Local Assistance Procedures Manual EXHIBIT 10-H1
Cost Proposal
Note: Mark-ups are Not Allowed
Consultant Contract No.

DIRECT LABOR
Hours Actual Hourly Rate Total
4 $73.65 $294.60
23 $71.96 $1,655.08
22 $50.57 $1,112.54
142 $50.33 $7,146.86
28 $46.55 $1,303.40
60 $43.50 $2,610.00
108 $31.72 $3,425.76
30 $24.72 $741.60
30 $25.00 $750.00
9 $29.97 $269.73
20 $27.73 $554.60
14 $22.21 $310.94
$0.00
$0.00
$0.00
$0.00
$0.00

LABOR COSTS
a) Subtotal Direct Labor Costs $20,175.11
b) Anticipated Salary Increases (see page 2 for calculation) $0.00 c) TOTAL DIRECT LABOR COSTS [(a) + (b)] $20,175.11

INDIRECT COSTS
d) Fringe Benefits (Rate: 74.03% e) Total Fringe Benefits [(c) x (d)] $14,935.63 f) Overhead (Rate: 96.54% g) Overhead [(c) x (f)] $19,477.05 h) General and Administrative (Rate: 0.00% i) Gen & Admin [(c) x (h)] $0.00 j) Total Indirect Costs [(e) + (g) + (i)] $34,412.69

FIXED FEE
o) (Rate: 10.00% ) k) TOTAL FIXED PROFIT [(c) + (j)] x (o)] $5,458.78 l) CONSULTANT'S OTHER DIRECT COSTS (ODC) - ITEMIZE (Add additional pages if necessary) Description of item Quantity Unit(s) Unit Cost Total
320 mile $0.56 $179.20
0 2 $60.00 $120.00
3 $100.00 $300.00
1 $1,700.00 $1,700.00
l) TOTAL OTHER DIRECT COSTS $2,299.20
m) SUBCONSULTANTS’ COSTS (Add additional pages if necessary) Subconsultant 1: $0.00
Subconsultant 2: $0.00
Subconsultant 3: $0.00
m) TOTAL SUBCONSULTANT'S COSTS $0.00
N) TOTAL OTHER DIRECT COSTS INCLUDING SUBCONSULTANTS [(l) + (m)] $2,300.00 TOTAL COST [(c) + (j) + (k) + (n)] $62,347.00
NOTES:

1. Key personnel must be marked with an asterisk (*) and employees that are subject to prevailing wage requirements must be marked with two asterisks (**). All costs must comply with the Federal cost principles. Subconsultants will provide their own cost proposals.

2. The cost proposal format shall not be amended. Indirect cost rates shall be updated on an annual basis in accordance with the consultant’s annual accounting period and established by a cognizant agency or accepted by Caltrans.

3. Anticipated salary increases calcu lation (page 2) must accompany.

Principal I Christopher Julian
Senior Biologist II Eric Schaad
Vehicle mileage
GPS Sub-meter accuracy rental
Administrative Various
Production Specialist Various
Standard Field Package
Native Plants
EXHIBIT 10-H1 COST PROPOSAL PAGE 1 OF 1

ACTUAL COST-PLUS-FIXED FEE OR LUMP SUM (FIRM FIXED PRICE) CONTRACTS (DESIGN, ENGINEERING AND ENVIRONMENTAL STUDIES)
Rincon Consultants, Inc.

Classification/Title Name
Senior Biologist II Julie Love
Senior Biologist I Robin Murray
Principal I Christopher Julian
Biologist I
GIS/CADD Specialist I Annette Tran
Biologist IV
Biologist III
Claire Stenger
David Lee
Yuling Huo
Biologist I Katherine Christensen
C

AND ENVIRONMENTA
Prime Consultant

TUDIES)
Subconsultant
2nd Tier Subconsultant
Date 6/ /2021
January 2018City of Goleta
Amendment No. 6 to Agreement No. 2013-028

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DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 291
January 2018City of Goleta
Amendment No. 6 to Agreement No. 2013-028

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7+,63$*(,17(17,21$//</()7%/$1.

DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 292
Local Assistance Procedures Manual EXHIBIT 10-H1
Cost Proposal
Consultant Contract No. Date 6/4/2021

1. Calculate Average Hourly Rate for 1st year of the contract (Direct Labor Subtotal divided by total hours) Avg Hourly 5 Year Contract
Rate Duration
$20,175.11 = $41.51 Year 1 Avg Hourly Rate

2. Calculate hourly rate for all years (Increase the Average Hourly Rate for a year by proposed escalation %) Avg Hourly Rate
Year 1 $41.51 + = $83.03 Year 2 Avg Hourly Rate
Year 2 $83.03 + = $83.03 Year 3 Avg Hourly Rate
Year 3 $83.03 + = $83.03 Year 4 Avg Hourly Rate
Year 4 $83.03 + = $83.03 Year 5 Avg Hourly Rate
Total Hours
per Year
Year 1 100.00% * = 486.0 Estimated Hours Year 1
Year 2 0.00% * = 0.0 Estimated Hours Year 2
Year 3 * = 0.0 Estimated Hours Year 3
Year 4 * = 0.0 Estimated Hours Year 4
Year 5 * = 0.0 Estimated Hours Year 5
Total 100% = 486.0
Year 1 $41.51 *= 20175.11 Estimated Hours Year 1
Year 2 $83.03 *= 0 Estimated Hours Year 2
Year 3 $83.03 *= 0 Estimated Hours Year 3
Year 4 $83.03 *= 0 Estimated Hours Year 4
Year 5 $83.03 *= 0 Estimated Hours Year 5
= $20,175.11
= $20,175.11
= $0.00 Transfer to Page 1
NOTES:

1. This is not the only way to estimate salary increases. Other methods will be accepted if they clearly indicate the % increase, the # of years of the contract, and a breakdown of the labor to be performed each year.

2. An estimation that is based on direct labor multiplied by salary increase % multiplied by the # of years is not acceptable. (i.e. $250,000 x 2% x 5 yrs = $25,000 is not an acceptable methodology)

3. This assumes that one year will be worked at the rate on the cost proposal before salary increases are granted.

4. Calculations for anticipated salary escalation must be provided.

Estimated total of Direct Labor Salary Increase
0 0
0 Cost per Year(calculated above)
Avg Hourly Rate
0 Estimated hours
(calculated above)
486
Total Direct Labor Cost with Escalation
Direct Labor Subtotal before Escalation
Completed Each Year
Estimated %
486.0

4. Calculate Total Costs including Escalation (Multiply Average Hourly Rate by the number of hours) 486.0
486.0
486.0
Total
Rincon Consultants, Inc.

3. Calculate estimated hours per year (Multiply estimate % each year by total hours) 100%
0%
EXHIBIT 10-H1 COST PROPOSAL PAGE 2 OF 2

ACTUAL COST-PLUS-FIXED FEE OR LUMP SUM (FIRM FIXED PRICE) CONTRACTS (CALCULATIONS FOR ANTICIPATED SALARY INCREASES)
486.0
Total Hours
per Cost Proposal
0%
0%
Direct Labor Subtotal
per Cost Proposal per Cost Proposal
Total Hours
486
Proposed Escalation
January 2018City of Goleta
Amendment No. 6 to Agreement No. 2013-028

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DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 293
Local Assistance Procedures Manual EXHIBIT 10-H1
Cost Proposal
Certification of Direct Costs:

I, the undersigned, certify to the best of my knowledge and belief that all direct costs identified on the cost proposal(s) in this contract are actual, reasonable, allowable, and allocable to the contract in accordance with the contract terms and the following requirements:

1. Generally Accepted Accounting Principles (GAAP)

2. Terms and conditions of the contract

3. Title 23 United States Code Section 112- Letting of Contracts

4. 48 Code of Federal Regulations Part 31- Contract Cost Principles and Procedures

5. 23 Code of Federal Regulations Part 172- Procurement, Management, and Administration of Engineering and Design Related Service

6. 48 Code of Federal Regulations Part 9904 - Cost Accounting Standards Board(when applicable) All costs must be applied consistently and fairly to all contracts. All documentation of compliance must be retained in the project files and be in compliance with applicable federal and state requirements. Costs that are noncompliant with the federal and state requirements are not eligible for reimbursement.

Local governments are responsible for applying only cognizant agency approved or Caltrans accepted Indirect Cost Rate(s).

Prime Consultant or Subconsultant Certifying:

Name: Title*:

Signature: Date of Certification (mm/dd/yyyy): 6/2/2021 Email: Phone Number:

Address:
*An individual executive or financial officer of the consultant’s or subconsultant’s organization at a level no lower than a Vice President or a Chief Financial Officer, or equivalent, who has authority to represent the financial information utilized to establish the cost proposal for the contract.

List services the consultant is providing under the proposed contract:
180 N. Ashwood Avenue, Ventura CA 93003
Environmental Consulting
EXHIBIT 10-H1 COST PROPOSAL PAGE 3 OF 3
Lacrissa Davis
[email protected]
CFO
January 2018City of Goleta
Amendment No. 6 to Agreement No. 2013-028

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DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 294

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City of Goleta
Amendment No. 6 to Agreement No. 2013-028

Page 43 of 57 ends

DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 295
BLUE FONT = HARDCODED INPUT Project Name
BLACK FONT = EXCEL FORMULA (DO NOT EDIT) Client Name
.

Date: Fee Proposal Task Allocation
.

Staff Member
with Title, or
Classification
Managing Senior
Associate
Senior Associate II
Senior Associate II
Senior Associate II
Associate I
Associate I
Transaction
Coordinator
Transaction Assistant
Clerical Support
Labor Cost
Without Esc.
. Loaded Rate (This Calculates from the 10-H1): $285.94 $188.58 $107.35 $66.73 $49.70 Task 1
12 35 10 2 20 79 $12,232.52 $12,232.52
Task 1 12 35 10 20 79 $12,232.52 $12,232.52

1.00 1.10

1.1.1 1.1.1.1
#REF!

1.00 1.10

1.1.1 1.1.1.1
#REF!
Hamner, Jewell & Associates
Right of Way Acquisition

TASK HOURS

TASK COSTS
Relocation Assistance to Remaining Tenants
Task Heading
Total Task 1
Use Columns B, C, D, and
E to set up your task
numbering. No need to
use all of the columns
Use Column F to write out your task
list
City of Goleta
Amendment No. 6 to Agreement No. 2013-028

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DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 296
. 12 35 10 20 77 $12,099.06 $12,099.06
898.00
122.33
$13,119.39

TOTAL DIRECT LABOR HOURS
OTHER DIRECT COSTS (see attached sheet)

ANTICIPATED SALARY INCREASE

TOTAL PROJECT COST
City of Goleta
Amendment No. 6 to Agreement No. 2013-028

Page 45 of 57 ends

DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 297
Local Assistance Procedures Manual EXHIBIT 10-H1
Cost Proposal
Consultant:

Project No. Contract No. Date:

DIRECT LABOR
Hours Actual Hourly Rate Total

12.0 $98.56 $1,182.69

35.0 $65.00 $2,275.00

10.0 $37.00 $370.00

2.0 $23.00 $46.00

20.0 $17.13 $342.60

79.0 $4,216.29

LABOR COSTS
a) Subtotal Direct Labor Costs $4,216.29
b) Anticipated Salary Increases $42.16
c) TOTAL DIRECT LABOR COSTS [(a)+(b)] $4,258.46

INDIRECT COSTS
d) Fringe Benefits (Rate): e) Total Frin ge Benefits [(c) × (d)] f) Overhead (Rate): 163.75% g) Overhead [(c) × (f)] $6,973.22 h) i) Gen & Admin [(c) × (h)]
j) $6,973.22
FIXED FEE k) 10.00% $1,123.17
l) CONSULTANT'S OTHER DIRECT COSTS (ODC) - ITEMIZE (Add additional pages if necessary) Unit Unit Cost Total
$450.00
Miles $0.56 $448.00
$898.00
m) SUBCONSULTANTS' COSTS (Add additional pages if necessary) $898.00
$13,252.85
NOTES:

January 2020
Transaction Assistant Transaction Assistant Pool
Classification/Title Name
Managing Senior Associate Lillian Jewell
Associate I Jennifer Mizrahi
Associate I J.T. Katavich
Transaction Coordinator Transaction Coordinator Pool
EXHIBIT 10-H1 COST PROPOSAL Page 1 of 3

COST-PLUS-FIXED FEE OR LUMP SUM OR FIRM FIXED PRICE CONTRACTS (DESIGN, ENGINEERING AND ENVIRONMENTAL STUDIES)
Note: Mark-ups are Not Allowed
Beacon Integrated Professional Resources, Inc. dba Hamner, Jewell & Associates Senior Associate II Heather Johnson
Senior Associate II Cathy Springford
Senior Associate II Robert McDowell
Clerical Support Clerical Pool
Total
General and Administrative (Rate):

TOTAL INDIRECT COSTS [(e) + (g) + (i)]

TOTAL FIXED FEE
[(c) + (j)] × fixed fee
Description of Item Quantity
Preliminary Title Reports
Appraisals
Appraisal Reviews
l) TOTAL OTHER DIRECT COSTS
Printing/Postage/Delivery
Mileage 800
Other Project Expenses
• The cost proposal format shall not be amended. Indirect cost rates shall be updated on an annual basis in accordance with the consultant's annual accounting period and established by a cognized agency or accepted by Caltrans. • Anticipated salary increases calculation (page 2) must accompany.

Subconsultant 4:

TOTAL COST [(c) + (j) + (k) + (n)]
• Key Personnel must
be marked with an asterisk (*) and employees that are subject to prevailing wage requirements must be marked with two asterisks (**). All costs must comply with the Federal Cost Principles. Subconsultants will provide their own cost proposals. n) TOTAL OTHER DIRECT COSTS INCLUDING SUBCONSULTANTS [(l) + (m)] m) TOTAL SUBCONSULTANTS' COSTS
Subconsultant 1:

Subconsultant 2:

Subconsultant 3:

Prime Consultant
(
Subconsultant
2nd Tier Subconsultant
City of Goleta
Amendment No. 6 to Agreement No. 2013-028

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DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 298
Local Assistance Procedures Manual EXHIBIT 10-H1
Cost Proposal

1. Calculate Average Hourly Rate for 1st year of the contract (Direct Labor Subtotal divided by total hours) Avg Hourly 5 Year
Contract
Rate Duration
$4,216.29 = $53.37 Year 1 Avg
Hourly Rate
Avg Hourly Rate
Year 1 $53.37 + = $54.44 Year 2 Avg
Hourl
y Rate
Year 2 $54.44 + = $55.53 Year 3 Avg
Hourl
y Rate
Year 3 $55.53 + = $56.64 Year 4 Avg
Hourl
y Rate
Year 4 $56.64 + = $57.77 Year 5 Avg
Hourl
y Rate
Total Hours
per Year
Year 1 50.0% * = 39.5 Estimated
Hours Year 1
Year 2 50.0% * = 39.5 Estimated
Hours Year 2
Year 3 * = Estimated
Hours Year 3
Year 4 * = Estimated
Hours Year 4
Year 5 * = Estimated
Hours Year 5
Total 100% = 79.0
Year 1 $53.37 *= $2,108.15 Estimated
Hours Year 1
Year 2 $54.44 *= $2,150.31 Estimated
Hours Year 2
Year 3 $55.53 *= Estimated
Hours Year 3
Year 4 $56.64 *= Estimated
Hours Year 4
Year 5 $57.77 *= Estimated
Hours Year 5
= $4,258.46
= $4,216.29
= $42.16 Transfer to

Page 1 ends

NOTES:
· This is not the only way to estimate salary increases. Other methods will be accepted if they clearly indicate the % increase the # of years of the contract, and a breakdown of the labor to be performed each year. · An estimation that is based on direct labor multiplied by salary increase % multiplied by the # of years is not acceptable. (i.e. $250,000 x 2% x 5 yrs = $25,000 is not an acceptable methodology) · This assumes that one year will be worked at the rate on the cost proposal before salary increases are granted. · Calculations for anticipated salary escalation must be provided.

EXHIBIT 10-H1 COST PROPOSAL Page 2 of 3

COST-PLUS-FIXED FEE OR LUMP SUM OR FIRM FIXED PRICE CONTRACTS (CALCULATIONS FOR ANTICIPATED SALARY INCREASES)
2%
Direct Labor Subtotal Total Hours
per Cost Proposal per Cost Proposal
79 2. Calculate hourly rate for all years (Increase the Average Hourly Rate for a year by proposed escalation %) Proposed Escalation

79.0 79.0

79.0 79.0
2%
2%
2%

3. Calculate estimated hours per year (Multiply estimate % each year by total hours) Estimated % Total Hours
Completed Each Year per Cost Proposal

79.0 Total

4. Calculate Total Costs including Escalation (Multiply Average Hourly Rate by the number of hours) Avg Hourly Rate Estimated hours Cost per Year(calculated above) (calculated above) Direct Labor Subtotal before Escalation
Estimated total of Direct Labor Salary Increase

39.5 39.5
Total Direct Labor Cost with Escalation
City of Goleta
Amendment No. 6 to Agreement No. 2013-028

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DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 299
Local Assistance Procedures Manual EXHIBIT 10-H1
Cost Proposal
Certification of Direct Costs:

Prime Consultant or Subconsultant Certifying:

Name: Title*:

Signature: 4/14/2021
Email: Phone Number:

Address:

List services the consultant is providing under the proposed contract:

January 2020
EXHIBIT 10-H1 COST PROPOSAL Page 3 of 3

1. Generally Accepted Accounting Principles (GAAP)

2. Terms and conditions of the contract

3. Title 23 United States Code Section 112
- Letting of Contracts

4. 48 Code of Federal Regulations Part 31 - Contract Cost Principles and Procedures Relocation Assistance and RW Certification Support
I, the undersigned, certify to the best of my knowledge and belief that all direct costs identified on the cost proposal(s) in this contract are actual, reasonable, allowable, and allocable to the contract in accordance with the contract terms and the following requirements:

All costs must be applied consistently and fairly to all contracts. All documentation of compliance must be retained in the project files and be in compliance with applicable federal and state requirements. Costs that are noncompliant with the federal and state requirements are not eligible for reimbursement.

Local governments are responsible for applying only cognizant agency approved or Caltrans accepted Indirect Cost Rate(s).

Lillian Jewell President
Date of Certification (mm/dd/yyyy):
[email protected] 805-773-1459
530 Paulding Circle, Suite A, Arroyo Grande, CA 93420
*An individual executive or financial officer of the consultant’s or subconsultant’s organization at a level no lower than a Vice President or a Chief Financial Officer, or equivalent, who has authority to represent the financial information utilized to establish the cost proposal for the contract.

6. 48 Code of Federal Regulations Part 9904 - Cost Accounting Standards Board (when applicable)

5. 23 Code of Federal Regulations Part 172 - Procurement, Management, and Administration of Engineering and Design Related Service
City of Goleta
Amendment No. 6 to Agreement No. 2013-028

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FUGRO
4820 McGrath Street, Suite 100
Ventura, California 93003
1 805 650-7000
Dewberry
11060 White Rock Road, Stuite. 200
Rancho Cordova, California 95670
Attention: Mr. Matt Burgard
Fugro Proposal No. 04.P0192046
May 3, 2021
Subject: Proposal for Geotechnical Consulting Services, Response to Peer Review Comments Hollister Avenue Bridge Replacement and San Jose Creek Channel Improvement Goleta, California
Reference: Fugro (2020), “Foundation Report for Hollis ter Avenue Bridge Replacement Over San Jose Creek, Goleta, California,” report prepared for Dewberry, Fugro Project No. 04.62130056, dated July 30.

Dear Mr. Burgard,
Fugro is pleased to present this proposal to provide geotechnical consulting services to respond to geotechnical-related peer review comments from Quincy Engineering and outlined in their memorandum dated April 2, 2021. Quincy Engineering performed their independent peer review of the design plans and supporting documents (including Fugro 2020) for the proposed San Jose channel wall improvements for the County of Santa Barbara Flood Control Division.

Geotechnical-related review comments described in Quincy Engineering’s memorandum are summarized below:

Several walls in this phase 2 are taller so the proposed pile spacing is even closer than in phase 1.

For wall Section 2 only 1 foot of soil is proposed between piles. Even if the install sequencing is optimal, caving/sloughing is highly likely when drilling an adjacent pile with only one foot of soil between the edge of hole and the completed pile. Drilled holes often end up with a larger diameter than proposed, due to minor sloughing of the sides when raising and lowering the auger to remove spoils. It is also difficult to drill piles perfectly plumb and exactly at the correct horizontal location because they tend to “walk” when starting the hole. The standard specification for CIDH piles allows the contractor tolerances under 49-3.02C(2) to account for this. Understood that this spec does not apply to Soldier Piles, but the operation is very similar. Quincy strongly recommends additional consultation with the Geotechnical Engineer to protect the City and Designer from construction City of Goleta
Amendment No. 6 to Agreement No. 2013-028

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DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 301
claims. A supplemental foundation report memo from Fugro is recommended to confirm the geotechnical engineer finds the proposed pile spacing both constructable and acceptable for design.

Quincy recommends a supplemental foundation report memo from Fugro be prepared to concur with the design methods used and any pile reduction factors be documented in the report and/or explain why pile reduction factors are not appropriate.

Scope of Geotechnical Consulting Services and Estimated Fee We propose to work with Dewberry and provide geotechnical input to respond to the referenced peer review comments. We will also provide input to one round of follow-up comments related to these issues, if needed. We will provide our initial response input in a brief project memorandum. Input to follow-up comments, if needed, will be incorporated in a revision of the memorandum. Our scope is limited to reviewing relevant project drawings and calculations prepared by Dewberry and qualitatively addressing the referenced peer-review comments; no additional design calculations are contemplated.

We anticipate work to provide our initial input to the response will involve about 10 hours of senior engineer staff time and 5 hours of principal staff time. We have assumed that 6 hours of senior engineer staff time and 4 hours of principal staff time would be required for the follow-up review.

We propose to provide our response input to the geotechnical-related peer review comments for an estimated fee of $5,155. Actual fees will be invoiced on a time and expenses basis in accordance with our January 2020 fee schedule (attached).

Closure
This proposal can be considered valid for a period of 90 days, after which time Fugro reserves the right to revise the proposal prior to receiving authorization for our services. We anticipate that the work will be performed under an amendment to our agreement with Dewberry. We appreciate the opportunity to work with Dewberry in responding to the project peer review comments. Please contact us if you wish to discuss this proposal.

Sincerely,
Gregory S. Denlinger, GE
Principal Engineer
Copies: (1 pdf) addressee
Attachments: Fugro 2020 Fee schedule
City of Goleta
Amendment No. 6 to Agreement No. 2013-028

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Document Control
Document Information
Project Title Hollister Avenue Bridge Replacement
Document Title Proposal for Geotechnical Consulting Services Response to Peer Review Comments Fugro Project No. 04.P0192046
Fugro Document No. 04.P0192046-P-001
Issue Number 02
Issue Status Final
Fugro Legal Entity Fugro USA Land, Inc.

Issuing Office Address 5855 Rickenbacker Road, Commerce, California 90040 USA Client Information
Client Dewberry
Client Address 11060 White Rock Road, Ste. 200, Rancho Cordova, California 95670 Client Contact Matt Burgard
Revision History
Issue Date Status Comments on Content
Prepared
By
Checked
By
Approved
By
01 April 29, 2021 Final Awaiting client comments GSD MS MS 02 May 3, 2021 Revised Final Hours and fee adjusted per client comments

GSD MS MS
Project Team
Initials Name Role
GSD Greg Denlinger, GE Principal
MS Medji Sama, PE Principal
MM Mohsen Mahdavi Senior Engineer
City of Goleta
Amendment No. 6 to Agreement No. 2013-028

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Fee Schedule
City of Goleta
Amendment No. 6 to Agreement No. 2013-028

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2020 Ventura and Central Fee Schedule
Analysis, Consultation and Report Preparation
Fees for Fugro professional services, including project administration and travel time between home office and project locations, are based on the time of professional, technical, and other support personnel directly applied to the project. Rates for overtime (other than as described below), weekend work, and emergency response will be quoted upon request. Personnel participating in judicial proceedings, whether it be expert of witness testimony, delivery of depositions, consultation to legal counsel, or preparation for such, will be billed at $400 per hour. Rates for overtime (other than as described below), weekend work, and emergency response will be quoted on request.

Professional Staff Hourly Rate
Staff Professional .............................................................................................................................................................................................. $135 Senior Staff Professional ................................................................................................................................................................................ $145 Project Professional ......................................................................................................................................................................................... $160 Senior Project Professional ........................................................................................................................................................................... $175 Senior Professional .......................................................................................................................................................................................... $190 Associate Professional .................................................................................................................................................................................... $205 Principal Professional ....................................................................................................................................................................................... $235 Vice President / Senior Principal Professional ...................................................................................................................................... $250 Technical and Office Staff Hourly Rate
Office Assistant ..................................................................................................................................................................................................... $78 Technical Assistant/Records Coordinator .................................................................................................................................................. $85 Word Processor/Clerical ................................................................................................................................................................................... $85 Laboratory Technician ....................................................................................................................................................................................... $80 Graphics Illustrator ........................................................................................................................................................................................... $125 HSE Manager ..................................................................................................................................................................................................... $165 Construction Services Manager .................................................................................................................................................................. $170 Engineering Field Technician – Non-Prevailing Wage, Straight Time .......................................................................................... $105 Engineering Field Technician – Prevailing Wage (Group 1), Straight Time ................................................................................ $115 Engineering Field Technician – Prevailing Wage (Group 2), Straight Time ................................................................................ $118 Overtime Rates for Technical and Office Staff
a. Saturdays or over 8 hours/day during weekdays ............................................................................... ..............1.5 x straight time b. Saturdays over 8 hours or Sunday/holidays ................................................................................... ....................2.0 x straight time c. Swing or graveyard shift premium ............................................................................................ .............................1.3 x straight time Other Direct Charges
Outside Services ............................................................................................................................................................................. Cost Plus 15% City of Goleta
Amendment No. 6 to Agreement No. 2013-028

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DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 305
Prevailing Wage/Certified Payroll ...................................................................................................................................................... $200/day Automobiles ........................................................................................................................................................... IRS Standard Mileage Rate Basic Field Vehicle ................................................................................................................................................................................... $100/day Field Vehicle with Sampling and Logging Equipment .............................................................................................................. $200/day IMASW Equipment ................................................................................................................................................................................. $400/day Topcon IS Imaging Station / DGPS .................................................................................................................................................. $200/day Rope Safety Equipment ........................................................................................................................................................................ $165/day Toughbook Computers ........................................................................................................................................................................... $50/day Workstation Applications ....................................................................................................................................................................... $50/day Generator ...................................................................................................................................................................................................... $25/day Trench Supplies ............................................................................................................................................................................................ $5/foot Plotter Generated Maps ........................................................................................................................................................................ $5/sheet Copies (photocopy) ........................................................................................................................................................................... $0.15/sheet Hardware/Software Interpretive Programs
SMT/Fledermaus ............................................................................................................................................................................................ $25/hr GIS/ACAD ......................................................................................................................................................................................................... $25/hr Finite Element/Finite Different Packages ............................................................................................................................................. $25/hr Seismic Data Processing ............................................................................................................................................................................. $25/hr Laboratory and Specialty Testing And Equipment See Separate Schedules *Outside services include subcontracted services, outside consultants, outside laboratory testing, equipment rentals, outside reproduction and photographic work, travel and subsistence, field supplies, and any other out of pocket expenses directly related to the project.

Fee Schedule is subject to periodic revision, typically at the first of the year.

Effective 11/09/2019
City of Goleta
Amendment No. 6 to Agreement No. 2013-028

Page 54 of 57 ends

DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 306
Classification Tests
Moisture Content (ASTM D2216) ............................................ $ 28 Moisture and Density (ASTM D2937) ..................................... $ 50 - add for shelby tube with above tests ........................ $ 25 Reaction with HCl (ASTM D2488) ............................................. $ 10 Irregular Shape Density (USACE) .............................................. $ 55 Plastic and Liquid Limits, wet prep, 3 point LL
(ASTM D4318) ................................................................................... $ 180 Specific Gravity (ASTM D854) ..................................................... $ 130 Organic Content (ASTM D2974) ............................................... $ 100 Sand Equivalent (ASTM D2419) ................................................ $ 95 Sieve Analysis, up to 8 sieves (ASTM D422) ........................ $ 120 - add for each additional sieve in stack....................... 10 - add for coarse fraction (>#4 sieve) ............................ $ 80 Percent Passing #200 Sieve (ASTM D1140) ........................ $ 85 Hydrometer and Sieve (ASTM D422) ..................................... $ 175 Processing Clay Shales (USACE) ................................................ $ 75 Tests listed above include classification
(ASTM D2488 or D2487)
Volume Change Tests
Incremental Consolidation (ASTM D2435)
- up to 8 load increments ................................................... $ 400 - additional load increment ............................................... $ 50 Constant Rate of Strain Consolidation
- to 16 ksf max (ASTM D4186) ......................................... $ 425 - with intermediate rebound and reload .................... $ 500 Expansion Index (ASTM D4829/UBC 29-1) .......................... $ 235 Swell and Collapse Tests
- wet after load, 4 point (ASTM D4546-A) ................. $ 600 - wet after load, 1 point (ASTM D4546-B) ................. $ 160 - load after wet, 1 point (ASTM D4546-C) ................. $ 200 Static Strength Tests
Hand Penetrometer ......................................................................... $ 15 Torvane .................................................................................................. $ 25 Miniature Vane (ASTM D4648) .................................................. $ 50 Miniature Vane with Residual .................................................... $ 55 Unconfined Compression
- Soil (ASTM D2166) .............................................................. $ 110 - Rock, excludes strain (ASTM D7012-C) .................... $ 140 - Rock, with axial strain (ASTM D7012-D) .................. $ 275 - add for radial strain ............................................................ $ 125 Triaxial Compression
- Unconsolidated Undrained (ASTM D2850) ............ $ 155 - add for back pressure saturation ................................ $ 100 - *Consolidated Undrained with pore pressure
measurements, per point (ASTM D4767) ............................. $ 500 - *Consolidated Drained, per point (USACE) ............ $ 650 Direct Shear, 3 points, (ASTM D3080) .................................... $ 450 - add for residual strength, per point .......................... $ 50 Point Load Index (ASTM D5731) .............................................. $ 60 *Multiply single point rate by 2 for up to 3 stages of
consolidated, drained or undrained staged triaxial tests Hydraulic Conductivity Tests
Constant Head, 2-3” Dia. (ASTM D2434) .............................. $ 290 Constant Head, 6” Dia. Includes remolding
(ASTM D2434) .................................................................................... $ 375 Flexible Wall (ASTM D5084) ........................................................ $ 400 - add for additional effective stress .............................. $ 100 Clay Properties & Chemistry Tests
Double Hydrometer (ASTM D4221) ....................................... $ 290 Pinhole Dispersion (ASTM D4647) .......................................... $ 270 Crumb Test (ASTM 6572) ............................................................. $ 45 X-Ray Diffraction .............................................................................. $ 300 Soil Chemistry for Corrosion
(pH, chloride, sulfate, resistivity) ..................................... $ 250 pH (soil or water)................................................................... $ 55 Earthwork Tests
Standard Proctor, 4 points (ASTM D698)
- 4-inch mold............................................................................ $ 210 - 6-inch mold............................................................................ $ 245 Modified Proctor, 4 points (ASTM D1557)
- 4-inch mold............................................................................ $ 250 - 6-inch mold............................................................................ $ 275 California Impact Compaction (Cal 216) ............................... $ 250 Moisture - Density Check Point
- 4-inch mold............................................................................ $ 80 - 6-inch mold............................................................................ $ 105 - add for rock correction for above .............................. $ 90 Cement/ Lime Treatment
- Moisture/Density Relation (ASTM D558) ...................... $ 280 - Wet & Dry Cycles, 2 spec., (ASTM D559) ................ $ 510 - Strength, w/ molding, (ASTM D1633)....................... $ 95 - Est. pH for Stabilization, (ASTM D6276) .................. $ 210 Index Density and Unit Weight (ASTM D4253)
Maximum ................................................................................... $ 315 Minimum .................................................................................... $ 135 R-Value (ASTM D2844/Cal 301) ................................................ $ 320 Treated Soil ............................................................................... $ 335 Aggregate Base ....................................................................... $ 345 City of Goleta
Amendment No. 6 to Agreement No. 2013-028

Page 55 of 57 ends

DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 307
Base with Admixture ............................................................. $ 360 CBR, per point (ASTM D1883) .................................................... $ 340 Proctor Compaction with above CBR ..................................... $ 210 Surcharge for Admixture .............................................................. $ 50 Sample Preparation for Soil with PI>20 ................................ $ 55 Aggregate Tests
Sieve Analysis (ASTM C136/Cal202)
- Coarse Aggregate ............................................................... $ 80 - add for samples > 5000g ................................................ $ 30 - Fine Aggregate .................................................................... $ 120 Sand Equivalent (ASTM D2419/Cal 217) ............................... $ 95 Cleanness Value (ASTM C142/Cal 227) ................................. $ 150 Durability Index (ASTM C3744/Cal 229)
- Coarse Fraction..................................................................... $ 140 - Fine Fraction .......................................................................... $ 140 Specific Gravity & Absorption
- Coarse Aggregate (ASTM C127/Cal206) ................ $ 80 - Fine Aggregate (ASTM C128/Cal 207) .................... $ 125 % Crushed Particles, per fraction
(ASTM D5821/Cal 205) .................................................................. $ 100 Flat & Elongated Particles (ASTM D4791) ............................ $ 180 Uncompacted Void Content of Fine Aggregate
(AASHTO T304) .................................................................................. $ 200 Moisture Content (ASTM C566) ............................................... $ 60 Sulfate Soundness, per fraction
(ASTM C88/Cal 214) ........................................................................ $ 125 L.A. Abrasion 500 rev. (ASTM C131/Cal 211) ...................... $ 215 - add for 100 rev ..................................................................... $ 50 Percent Passing #200 Sieve (ASTM C117) .......................... $ 85 Unit Weight and Voids (ASTM C29/Cal 212) ...................... $ 95 Organic Impurities (ASTM C40) ................................................. $ 50 Asphalt Concrete Tests
Stabilometer Value, 3 briquettes
(ASTM D1560/Cal 366) .................................................................. $ 350 Lab Compacted Unit Weight
- each briquette (Cal 304/Cal 308) ................................. $ 110 - surcharge for rubberized AC ......................................... $ 20 Unit Weight of AC Cores (Cal 308) .......................................... $ 65 Theoretical Max. S.G. (Cal 309) .................................................. $ 150 Extraction and Sieve (ASTM D2172/D5444) ........................ $ 315 Asphalt Content by Ignition (Cal 382) .................................... $ 150 Calibration Curve for Ignition Test ......................................... $ 350 Slurry Wet Track Abrasion (ASTM D3910) .......................... $ 95 Concrete, Masonry, and Steel Tests
Concrete Compression
- Each 6x12 or 4x8 Cylinder (ASTM C39) .................... $ 35 - Add for Elastic Modulus (ASTM C469) ..................... $ 185 -Hold or Additional Test .................................................... $ 35 - Light Weight Concrete (CTM 548) .............................. $ 40 Cylinder Molds with Lids .............................................................. $ 8 Compression of Core (ASTM C42) ........................................... $ 90 Shrinkage of Mortar and Concrete 3 Bars
(ASTM C157) ............................................................................. $ 440 Unit Weight of Concrete Cylinders
- Air-Dried .................................................................................. $ 30 - Oven-Dried ............................................................................ $ 40 Shotcrete Panel, Lab Coring & Compression
- 3 cores (ASTM C42)............................................................ $ 375 Grout and Mortar Compression (ASTM C39)
- Grout ......................................................................................... $ 45 - Mortar ....................................................................................... $ 40 Composite Prism Compression (ASTM E447)
- 8x8 ....................................................................................... Quote - 8x12 ...................................................................................... Quote - 8x16 ...................................................................................... Quote CMU Block Compression (ASTM C140) ............................. Quote CMU Absorption & Moisture (ASTM C140) ........................ $ 95 Concrete Moisture Emission Test Kit, each ......................... $ 60 Rebar - Tensile and Bend (ASTM A-370) ........................... Quote Miscellaneous Laboratory Tests and Charges
Sample Remold Surcharge .......................................................... $ 50 Special Processing .......................................................... Hourly Rates Extrude Tube Sample and Visually Classify ......................... $ 70 Sample Tube Cutting, each cut ................................................. $ 25 Sample Preparation - Non-Routine ........................................ $ 100 Steel Drum - 55 Gallon with Lid ................................................ $ 80 Gas Powered Generator ................................................................ $ 80 Shelby Tube with Caps .................................................................. $ 45 Addition of Soil Admixtures and Curing ............................... $ 95 Capping of Strength Test ............................................................. $ 40 Weight of Roofing Materials (ASTM D2829) ...................... $ 50 Density of Sprayed Fireproofing Materials .......................... $ 60 Static Friction Test
- Per Surface Location (ASTM C1028) .......................... $ 375 Coring Equip/Bit Charge, per half day ................................... $ 85 Bit Charge - Difficult Materials, per half day....................... $ 100 Specimen End Prep
- Less than 4” Diameter, per cut ..................................... $ 12 - 4” to 8” Diameter, per cut ............................................... $ 18 Special Capping of Specimen .................................................... $ 40 Patch or Grout Core Hole............................................................. $ 35 City of Goleta
Amendment No. 6 to Agreement No. 2013-028

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DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 308
Photograph of Sample .................................................................. $ 40 Additional Copies of Photographs ............................. Cost + 15% Local Site Pick up of Laboratory Sample(s)
- within 30-mile radius, up to 200 lbs .......................... $ 85 Notes:
1) Remaining portions of tested samples will be disposed of 60 days after project completion without notice.

Untested bulk samples can be returned to client at
client's expense or stored at a fee of $15 per bag per
month.
2) Fugro USA Land, Inc.’s laboratories are accredited or validated by AASHTO (R-18), Caltrans, USACE,
DSA/(LEA).
3) The following are included at NO CHARGE:
a) Visual classification, natural water content and
density with all triaxial, direct shear, volume change, and hydraulic conductivity tests.
b) Sample photographs for triaxial, hydraulic
conductivity, and PLI tests.
4) Rates for other tests and test variations, including mix designs, can be furnished on request.
5) Rush assignments are subject to a 25% surcharge.

Weekend or Holiday test assignments are subject to a
50% surcharge.
6) Testing for contaminated samples (EPA Level C & D)
will be invoiced at 1.5 times listed rates.
7) Shipping or other outside costs at cost +15%.
8) Reusable thin-walled tube shipping boxes (ASTM
D4220) can be provided at no cost (except for
shipping charges) for samples shipped to Fugro’s
laboratory for testing.
9) Please contact the laboratory prior to shipping
international soils to make proper arrangements and
obtain our foreign soil permit.
10) A surcharge of $1 per linear foot of test boring depth will be added to cover the cost of standard
engineering field supplies including sample tubes and
caps, stakes, etc.

Fee Schedule is subject to periodic revision, typically at the first of the year.

Field Instrumentation/Equipment
Mini RAE (PID/LEL/COs) Detector ............................. $ 150/day Dynamic or Stainless-Steel Penetrometer ............ $ 50/day Brass or Stainless-Steel Sample Sleeves ................ $ 8/each Use of 10 Modified Cal. Sleeves ................................ $ 30/box Keyed-Alike Locks ........................................................... $ 25/each 55-gallon Drum ................................................................ $ 80/each Field Filter ........................................................................... $ 25/unit Stainless Steel Hand-Auger Sampler ...................... $ 50/day Teflon Tape - 4” roll ....................................................... $ 75/roll Liquinox ............................................................................... $ 23/bottle Tyvek..................................................................................... $ 15/each Nitrile Gloves ..................................................................... $ 20/box Respirator Cartridges ..................................................... $ 10/set Inclinometer Probe and Readout Device .............. $ 185/day Rotary Hammer ................................................................ $ 40/day CPN Corp. Hydroprobe................................................. $ 75/day Double-Ring Infiltrometer ........................................... $ 75/day Downhole Soil Samplers .............................................. $ 75/day (2½-inch California liner, SPT)
Kernlevel ............................................................................. $ 20/day 24-Channel Seismograph ............................................ $ 1500/wk Instantel Mini Mate Pro4 Vibration Monitor ....... $ 150/day Instantel Mini Mate Pro 6 Vibration Monitor ...... $ 200/day Larsen/Davis LXT Sound Monitor ............................. $ 120/day Nuclear Gauge .................................................................. $ 50/day Manometer ........................................................................ $ 55/day Asphalt/Concrete Patch ................................................ Cost +15% Baroid Drilling Fluid Test Kit ....................................... $ 30/day Conductivity Probe (in situ) ........................................ $ 55/day Fisher TW-6 Metal Detector ....................................... $ 50/day Gas Powered 120v Generator .................................... $ 80/day Peristaltic Pump ............................................................... $ 50/day Positive Displacement Pump ...................................... $ 25/day Temperature-pH-Conductivity Meter..................... $ 25/day Pressure Transducer ....................................................... $ 75/day Water Level Indicator .................................................... $ 20/day Water Sampling Pump .................................................. $ 200/day (Bladder Pump or Electric Submersible)
Well Bailer - Standard ................................................... $ 25/day Well Bailer - Disposable ............................................... $ 15/each 2-inch Diameter Water Meter .................................... $ 20/day 4-inch Diameter Water Meter .................................... $ 40/day Well Cap 2” ........................................................................ $ 22/each Digital Camera .................................................................. $ 25/day Field Computer ................................................................ $ 30/day Subcontracted Specialty Equipment ....................... Cost + 15% City of Goleta
Amendment No. 6 to Agreement No. 2013-028

Page 57 of 57 ends

DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 309

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

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

INSURER(S) AFFORDING COVERAGE
INSURER F :

INSURER E :

INSURER D :

INSURER C :

INSURER B :

INSURER A :

NAIC #
NAME:

CONTACT
(A/C, No):

FAX
E-MAIL
ADDRESS:

PRODUCER
(A/C, No, Ext):

PHONE

INSURED
REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

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

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

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

OTHER:
(Per accident)
(Ea accident)
$
$
N / A
SUBR
WVD
ADDL
INSD

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $
$
$PROPERTY DAMAGE
BODILY INJURY (Per accident)
BODILY INJURY (Per person)

COMBINED SINGLE LIMIT

AUTOS ONLY

AUTOSAUTOS ONLY

NON-OWNED

SCHEDULEDOWNED

ANY AUTO

AUTOMOBILE LIABILITY
Y / N

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
DESCRIPTION OF OPERATIONS below
If yes, describe under

ANY PROPRIETOR/PARTNER/EXECUTIVE
$
$
$
E.L. DISEASE - POLICY LIMIT
E.L. DISEASE - EA EMPLOYEE
E.L. EACH ACCIDENT
ER
OTH-

STATUTE
PER

LIMITS(MM/DD/YYYY)

POLICY EXP
(MM/DD/YYYY)

POLICY EFF

POLICY NUMBERTYPE OF INSURANCELTR
INSR
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

EXCESS LIAB
UMBRELLA LIAB $EACH OCCURRENCE
$AGGREGATE
$
OCCUR

CLAIMS-MADE
DED RETENTION $
$PRODUCTS - COMP/OP AGG
$GENERAL AGGREGATE
$PERSONAL & ADV INJURY
$MED EXP (Any one person)
$EACH OCCURRENCE

DAMAGE TO RENTED
$PREMISES (Ea occurrence)

COMMERCIAL GENERAL LIABILITY

CLAIMS-MADE OCCUR
GEN'L AGGREGATE LIMIT APPLIES PER:

POLICY PRO-

JECT LOC

CERTIFICATE OF LIABILITY INSURANCE

DATE (MM/DD/YYYY)

CANCELLATION

CERTIFICATE HOLDER
The ACORD name and logo are registered marks of ACORD
HIRED

AUTOS ONLY
A
202-263-7700
1,000,000
630-7792B312-COF-21
Manashi Mukherjee
CLE-006483939-09
1,000,000
5,000,000
X
N/A
5,000,000
SIR
RETRO. DATE: FULL PRIOR ACTS
of Marsh USA Inc.

N
X
COMP / COLL DED:

CONTRACTUAL INS. COV.
07/01/2021
1 07/01/2022
07/01/2021
37540
07/01/2022
[email protected]
810-1N788974-21-43-G

PROFESSIONAL LIABILITY
A
2,000,000
1,000,000
25658
N/A
1,000,000
X
D
X
subrogation is applicable where required by written contract and subject to policy terms and conditions with respect to general liability, auto liability, and workers compensation. ***Please See Additional Page for 1,000
06/29/2021
1,000,000
07/01/2021
5,000,000
Re: ALL OPERATIONS OF THE NAMED INSURED.

City of Goleta, its employees, officials, agents and member agencies are included as additional insured where required by written contract with respect to general liability and automobile liability. The general liability (INSURED CONTRACTS)
X
Goleta, CA 93117
City of Goleta
Beazley Insurance Company, Inc.
and auto liability insurance is primary and non-contributory over any existing insurance and limited to liability arising out of the operations of the named insured and where required by written contract. Waiver of X
Notice of Cancellation***
A
Travelers Indemnity Company
CN102736896-7/1-1.1CA-21-22

PER CLAIM/AGGREGATE
10,000
07/01/2022
2,000,000
CUP-4J580377-21-43
2,000,000
25674
1,000,000
GAWU
1,000,000
07/01/2022
UB-6P972264-21-43-G
1050 CONNECTICUT AVENUE, SUITE 700
MARSH USA, INC.

X
WASHINGTON, DC 20036-5386
DBA DEWBERRY | DRAKE HAGLAN
DEWBERRY ENGINEERS INC.

RANCHO CORDOVA, CA 95670
11060 WHITE ROCK ROAD, SUITE 200
X
V11B5E211201
07/01/2021
130 Cremona Drive, Suite B
07/01/2021
C
Alex Gasta
07/01/2022
202-263-7881
Travelers Property Casualty Co. Of America
APPROVED 7/26/21
- ALL CONTRACTS -
DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 310
ACORD 101 (2008/01)
The ACORD name and logo are registered marks of ACORD
© 2008 ACORD CORPORATION. All rights reserved.

THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: FORM TITLE:

ADDITIONAL REMARKS
ADDITIONAL REMARKS SCHEDULE Page of
AGENCY CUSTOMER ID:

LOC #:

AGENCY

CARRIER NAIC CODE

POLICY NUMBER

NAMED INSURED
EFFECTIVE DATE:
2 2
Washington
DAYS WRITTEN NOTICE TO CERTIFICATE HOLDER.��
AS RESPECTS THE GENERAL LIABILITY, AUTOMOBILE LIABILITY, UMBRELLA LIABILITY, AND WORKERS’ COMPENSATION COVERAGES EVIDENCED ABOVE, NOTICE OF CANCELLATION WILL ��
PROFESSIONAL LIABILITY COVERAGE EVIDENCED ABOVE, IF THIS POLICY IS CANCELLED BY THE INSURER, OTHER THAN FOR NON-PAYMENT OF PREMIUM, THE INSURER WILL PROVIDE 30 BE PROVIDED BY THE INSURER(S) TO THE CERTIFICATE HOLDER PER THE ATTACHED AS REQUIRED BY WRITTEN CONTRACT. AS RESPECTS THE PRIMARY LAYER ONLY OF THE Certificate of Liability Insurance
CN102736896
MARSH USA, INC.�
DBA DEWBERRY | DRAKE HAGLAN�
DEWBERRY ENGINEERS INC.�
RANCHO CORDOVA, CA 95670
11060 WHITE ROCK ROAD, SUITE 200�
25 DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 311

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

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

INSURER(S) AFFORDING COVERAGE
INSURER F :

INSURER E :

INSURER D :

INSURER C :

INSURER B :

INSURER A :

NAIC #
NAME:

CONTACT
(A/C, No):

FAX
E-MAIL
ADDRESS:

PRODUCER
(A/C, No, Ext):

PHONE

INSURED
REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

OTHER:
(Per accident)
(Ea accident)
$
$
N / A
SUBR
WVD
ADDL
INSD

COMBINED SINGLE LIMIT

AUTOS ONLY

AUTOSAUTOS ONLY

NON-OWNED

SCHEDULEDOWNED

ANY AUTO

AUTOMOBILE LIABILITY
Y / N

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
DESCRIPTION OF OPERATIONS below
If yes, describe under

ANY PROPRIETOR/PARTNER/EXECUTIVE
$
$
$
E.L. DISEASE - POLICY LIMIT
E.L. DISEASE - EA EMPLOYEE
E.L. EACH ACCIDENT
ER
OTH-

STATUTE
PER

LIMITS(MM/DD/YYYY)

POLICY EXP
(MM/DD/YYYY)

POLICY EFF

POLICY NUMBERTYPE OF INSURANCELTR
INSR
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

EXCESS LIAB
UMBRELLA LIAB $EACH OCCURRENCE
$AGGREGATE
$
OCCUR

CLAIMS-MADE
DED RETENTION $
$PRODUCTS - COMP/OP AGG
$GENERAL AGGREGATE
$PERSONAL & ADV INJURY
$MED EXP (Any one person)
$EACH OCCURRENCE

DAMAGE TO RENTED
$PREMISES (Ea occurrence)

COMMERCIAL GENERAL LIABILITY

CLAIMS-MADE OCCUR
GEN'L AGGREGATE LIMIT APPLIES PER:

POLICY PRO-

JECT LOC

CERTIFICATE OF LIABILITY INSURANCE

DATE (MM/DD/YYYY)

CANCELLATION

CERTIFICATE HOLDER
The ACORD name and logo are registered marks of ACORD
HIRED

AUTOS ONLY
A
202-263-7700
1,000,000
630-7792B312-COF-21
Manashi Mukherjee
CLE-006483917-09
1,000,000
5,000,000
X
N/A
5,000,000
SIR
RETRO. DATE: FULL PRIOR ACTS
of Marsh USA Inc.

N
X
COMP / COLL DED:

CONTRACTUAL INS. COV.
07/01/2021
1 07/01/2022
07/01/2021
37540
07/01/2022
[email protected]
810-1N788974-21-43-G

PROFESSIONAL LIABILITY
A
2,000,000
1,000,000
25658
N/A
1,000,000
X
D
X
insurance is primary and non-contributory over any existing insurance and limited to liability arising out of the operations of the named insured and where required by written contract. Waiver of subrogation is 1,000
06/29/2021
1,000,000
07/01/2021
5,000,000
Re: San Jose Creek Southern Extent Project.

Cancellation***
(INSURED CONTRACTS)
X
City Manager
Goleta, CA 93117
City of Goleta
Beazley Insurance Company, Inc.

City of Goleta, its employees, officials, agents and member agencies are included as additional insured where required by written contract with respect to general liability and automobile liability. The general liability X
applicable where required by written contract and subject to policy terms and conditions with respect to general liability, auto liability, and workers compensation. ***Please See Additional Page for Notice of A
Travelers Indemnity Company
CN102736896-7/1-1.1CA-21-22

PER CLAIM/AGGREGATE
10,000
07/01/2022
2,000,000
CUP-4J580377-21-43
2,000,000
25674
1,000,000
GAWU
1,000,000
07/01/2022
UB-6P972264-21-43-G
1050 CONNECTICUT AVENUE, SUITE 700
MARSH USA, INC.

X
WASHINGTON, DC 20036-5386
DBA DEWBERRY | DRAKE HAGLAN
DEWBERRY ENGINEERS INC.

RANCHO CORDOVA, CA 95670
11060 WHITE ROCK ROAD, SUITE 200
X
V11B5E211201
07/01/2021
Attn: Michelle Greene
07/01/2021
C
Alex Gasta
07/01/2022
202-263-7881
Travelers Property Casualty Co. Of America
DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 312
ACORD 101 (2008/01)
The ACORD name and logo are registered marks of ACORD
© 2008 ACORD CORPORATION. All rights reserved.

THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: FORM TITLE:

ADDITIONAL REMARKS
ADDITIONAL REMARKS SCHEDULE Page of
AGENCY CUSTOMER ID:

LOC #:

AGENCY

CARRIER NAIC CODE

POLICY NUMBER

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

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

INSURER(S) AFFORDING COVERAGE
INSURER F :

INSURER E :

INSURER D :

INSURER C :

INSURER B :

INSURER A :

NAIC #
NAME:

CONTACT
(A/C, No):

FAX
E-MAIL
ADDRESS:

PRODUCER
(A/C, No, Ext):

PHONE

INSURED
REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

OTHER:
(Per accident)
(Ea accident)
$
$
N / A
SUBR
WVD
ADDL
INSD

COMBINED SINGLE LIMIT

AUTOS ONLY

AUTOSAUTOS ONLY

NON-OWNED

SCHEDULEDOWNED

ANY AUTO

AUTOMOBILE LIABILITY
Y / N

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
DESCRIPTION OF OPERATIONS below
If yes, describe under

ANY PROPRIETOR/PARTNER/EXECUTIVE
$
$
$
E.L. DISEASE - POLICY LIMIT
E.L. DISEASE - EA EMPLOYEE
E.L. EACH ACCIDENT
ER
OTH-

STATUTE
PER

LIMITS(MM/DD/YYYY)

POLICY EXP
(MM/DD/YYYY)

POLICY EFF

POLICY NUMBERTYPE OF INSURANCELTR
INSR
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

EXCESS LIAB
UMBRELLA LIAB $EACH OCCURRENCE
$AGGREGATE
$
OCCUR

CLAIMS-MADE
DED RETENTION $
$PRODUCTS - COMP/OP AGG
$GENERAL AGGREGATE
$PERSONAL & ADV INJURY
$MED EXP (Any one person)
$EACH OCCURRENCE

DAMAGE TO RENTED
$PREMISES (Ea occurrence)

COMMERCIAL GENERAL LIABILITY

CLAIMS-MADE OCCUR
GEN'L AGGREGATE LIMIT APPLIES PER:

POLICY PRO-

JECT LOC

CERTIFICATE OF LIABILITY INSURANCE

DATE (MM/DD/YYYY)

CANCELLATION

CERTIFICATE HOLDER
The ACORD name and logo are registered marks of ACORD
HIRED

AUTOS ONLY
A
202-263-7700
1,000,000
630-7792B312-COF-21
Manashi Mukherjee
CLE-006483940-09
1,000,000
5,000,000
X
N/A
5,000,000
SIR
RETRO. DATE: FULL PRIOR ACTS
of Marsh USA Inc.

N
X
COMP / COLL DED:

CONTRACTUAL INS. COV.
07/01/2021
1 07/01/2022
07/01/2021
37540
07/01/2022
[email protected]
810-1N788974-21-43-G

PROFESSIONAL LIABILITY
A
2,000,000
1,000,000
25658
N/A
1,000,000
X
D
X
to the General Liability policy. Waiver of subrogation is applicable where required by written contract and subject to policy terms and conditions with respect to general liability, auto liability, and workers 1,000
06/29/2021
1,000,000
07/01/2021
5,000,000
Re: 2015-058. San Jose Creek Bike Path Southern Extent
City of Goleta, its employees, officials, agents and member agencies are included as additional insured where required by written contract with respect to general liability and automobile liability. The general liability (INSURED CONTRACTS)
X
Goleta, CA 93117
City of Goleta
Beazley Insurance Company, Inc.
insurance is primary and non-contributory over any existing insurance and limited to liability arising out of the operations of the named insured and where required by written contract. Severability of Interest applies X
compensation. ***Please See Additional Page for Notice of Cancellation*** A
Travelers Indemnity Company
CN102736896-7/1-1.1CA-21-22

PER CLAIM/AGGREGATE
10,000
07/01/2022
2,000,000
CUP-4J580377-21-43
2,000,000
25674
1,000,000
GAWU
1,000,000
07/01/2022
UB-6P972264-21-43-G
1050 CONNECTICUT AVENUE, SUITE 700
MARSH USA, INC.

X
WASHINGTON, DC 20036-5386
DBA DEWBERRY | DRAKE HAGLAN
DEWBERRY ENGINEERS INC.

RANCHO CORDOVA, CA 95670
11060 WHITE ROCK ROAD, SUITE 200
X
V11B5E211201
07/01/2021
130 Cremona Drive, Suite B
07/01/2021
C
Alex Gasta
07/01/2022
202-263-7881
Travelers Property Casualty Co. Of America
DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 314
ACORD 101 (2008/01)
The ACORD name and logo are registered marks of ACORD
© 2008 ACORD CORPORATION. All rights reserved.

THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: FORM TITLE:

ADDITIONAL REMARKS
ADDITIONAL REMARKS SCHEDULE Page of
AGENCY CUSTOMER ID:

LOC #:

AGENCY

CARRIER NAIC CODE

POLICY NUMBER

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

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

INSURER(S) AFFORDING COVERAGE
INSURER F :

INSURER E :

INSURER D :

INSURER C :

INSURER B :

INSURER A :

NAIC #
NAME:

CONTACT
(A/C, No):

FAX
E-MAIL
ADDRESS:

PRODUCER
(A/C, No, Ext):

PHONE

INSURED
REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

OTHER:
(Per accident)
(Ea accident)
$
$
N / A
SUBR
WVD
ADDL
INSD

COMBINED SINGLE LIMIT

AUTOS ONLY

AUTOSAUTOS ONLY

NON-OWNED

SCHEDULEDOWNED

ANY AUTO

AUTOMOBILE LIABILITY
Y / N

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
DESCRIPTION OF OPERATIONS below
If yes, describe under

ANY PROPRIETOR/PARTNER/EXECUTIVE
$
$
$
E.L. DISEASE - POLICY LIMIT
E.L. DISEASE - EA EMPLOYEE
E.L. EACH ACCIDENT
ER
OTH-

STATUTE
PER

LIMITS(MM/DD/YYYY)

POLICY EXP
(MM/DD/YYYY)

POLICY EFF

POLICY NUMBERTYPE OF INSURANCELTR
INSR
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

EXCESS LIAB
UMBRELLA LIAB $EACH OCCURRENCE
$AGGREGATE
$
OCCUR

CLAIMS-MADE
DED RETENTION $
$PRODUCTS - COMP/OP AGG
$GENERAL AGGREGATE
$PERSONAL & ADV INJURY
$MED EXP (Any one person)
$EACH OCCURRENCE

DAMAGE TO RENTED
$PREMISES (Ea occurrence)

COMMERCIAL GENERAL LIABILITY

CLAIMS-MADE OCCUR
GEN'L AGGREGATE LIMIT APPLIES PER:

POLICY PRO-

JECT LOC

CERTIFICATE OF LIABILITY INSURANCE

DATE (MM/DD/YYYY)

CANCELLATION

CERTIFICATE HOLDER
The ACORD name and logo are registered marks of ACORD
HIRED

AUTOS ONLY
A
202-263-7700
1,000,000
630-7792B312-COF-21
Manashi Mukherjee
CLE-006483944-08
1,000,000
5,000,000
X
N/A
5,000,000
SIR
RETRO. DATE: FULL PRIOR ACTS
of Marsh USA Inc.

N
X
COMP / COLL DED:

CONTRACTUAL INS. COV.
07/01/2021
0 07/01/2022
07/01/2021
37540
07/01/2022
[email protected]
810-1N788974-21-43-G

PROFESSIONAL LIABILITY
A
2,000,000
1,000,000
25658
N/A
1,000,000
X
D
X
1,000
06/29/2021
1,000,000
07/01/2021
5,000,000
RE: San Jose Creek Bikeway Middle Extent Project Feasibility Studies. San Jose Creek Bikeway Middle Extent, Goleta, CA City of Goleta and its respective elected and appointed officers, officials, and employees and volunteers are included as additional insured where required by written contract with respect to general liability. The (INSURED CONTRACTS)
X
130 Cremona Dr., Suite B
Goleta, CA 93117
City of Goleta
Beazley Insurance Company, Inc.
general liability and auto liability insurance is primary and non-contributory over any existing insurance and limited to liability arising out of the operations of the named insured and where required by written contract.

X
A
Travelers Indemnity Company
CN102736896-7/1-1.1CA-21-22

PER CLAIM/AGGREGATE
10,000
07/01/2022
2,000,000
CUP-4J580377-21-43
2,000,000
25674
1,000,000
1,000,000
07/01/2022
UB-6P972264-21-43-G
1050 CONNECTICUT AVENUE, SUITE 700
MARSH USA, INC.

X
WASHINGTON, DC 20036-5386
DBA DEWBERRY | DRAKE HAGLAN
DEWBERRY ENGINEERS INC.

RANCHO CORDOVA, CA 95670
11060 WHITE ROCK ROAD, SUITE 200
X
V11B5E211201
07/01/2021
Attn: Daniel Singer
07/01/2021
C
Alex Gasta
07/01/2022
202-263-7881
Travelers Property Casualty Co. Of America
DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 316

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

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

INSURER(S) AFFORDING COVERAGE
INSURER F :

INSURER E :

INSURER D :

INSURER C :

INSURER B :

INSURER A :

NAIC #
NAME:

CONTACT
(A/C, No):

FAX
E-MAIL
ADDRESS:

PRODUCER
(A/C, No, Ext):

PHONE

INSURED
REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

OTHER:
(Per accident)
(Ea accident)
$
$
N / A
SUBR
WVD
ADDL
INSD

COMBINED SINGLE LIMIT

AUTOS ONLY

AUTOSAUTOS ONLY

NON-OWNED

SCHEDULEDOWNED

ANY AUTO

AUTOMOBILE LIABILITY
Y / N

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
DESCRIPTION OF OPERATIONS below
If yes, describe under

ANY PROPRIETOR/PARTNER/EXECUTIVE
$
$
$
E.L. DISEASE - POLICY LIMIT
E.L. DISEASE - EA EMPLOYEE
E.L. EACH ACCIDENT
ER
OTH-

STATUTE
PER

LIMITS(MM/DD/YYYY)

POLICY EXP
(MM/DD/YYYY)

POLICY EFF

POLICY NUMBERTYPE OF INSURANCELTR
INSR
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

EXCESS LIAB
UMBRELLA LIAB $EACH OCCURRENCE
$AGGREGATE
$
OCCUR

CLAIMS-MADE
DED RETENTION $
$PRODUCTS - COMP/OP AGG
$GENERAL AGGREGATE
$PERSONAL & ADV INJURY
$MED EXP (Any one person)
$EACH OCCURRENCE

DAMAGE TO RENTED
$PREMISES (Ea occurrence)

COMMERCIAL GENERAL LIABILITY

CLAIMS-MADE OCCUR
GEN'L AGGREGATE LIMIT APPLIES PER:

POLICY PRO-

JECT LOC

CERTIFICATE OF LIABILITY INSURANCE

DATE (MM/DD/YYYY)

CANCELLATION

CERTIFICATE HOLDER
The ACORD name and logo are registered marks of ACORD
HIRED

AUTOS ONLY
A
202-263-7700
1,000,000
630-7792B312-COF-21
Manashi Mukherjee
CLE-006483949-09
1,000,000
5,000,000
X
N/A
5,000,000
SIR
RETRO. DATE: FULL PRIOR ACTS
of Marsh USA Inc.

N
X
COMP / COLL DED:

CONTRACTUAL INS. COV.
07/01/2021
1 07/01/2022
07/01/2021
37540
07/01/2022
[email protected]
810-1N788974-21-43-G

PROFESSIONAL LIABILITY
A
2,000,000
1,000,000
25658
N/A
1,000,000
X
D
X
liability, and workers compensation. ***Please See Additional Page for Notice of Cancellation*** 1,000
06/29/2021
1,000,000
07/01/2021
5,000,000
Re: San Jose Creek Bike Path Middle Extent - San Jose Creek Bike Path Middle Extent, Golete, CA. City of Goleta is included as additional insured where required by written contract with respect to general liability. The general liability insurance is primary and non-contributory over any existing insurance and limited to liability arising out of the operations of the named insured and where required by written contract. (INSURED CONTRACTS)
X
Goleta, CA 93117
City of Goleta
Beazley Insurance Company, Inc.

Severability of Interest applies to the General Liability policy. Waiver of subrogation is applicable where required by written contract and subject to policy terms and conditions with respect to general liability, auto X
A
Travelers Indemnity Company
CN102736896-7/1-1.1CA-21-22

PER CLAIM/AGGREGATE
10,000
07/01/2022
2,000,000
CUP-4J580377-21-43
2,000,000
25674
1,000,000
GAWU
1,000,000
07/01/2022
UB-6P972264-21-43-G
1050 CONNECTICUT AVENUE, SUITE 700
MARSH USA, INC.

X
WASHINGTON, DC 20036-5386
DBA DEWBERRY | DRAKE HAGLAN
DEWBERRY ENGINEERS INC.

RANCHO CORDOVA, CA 95670
11060 WHITE ROCK ROAD, SUITE 200
X
V11B5E211201
07/01/2021
130 Cremona Drive, Suite B
07/01/2021
C
Alex Gasta
07/01/2022
202-263-7881
Travelers Property Casualty Co. Of America
DocuSign Envelope ID: D5BCB18E-E00B-489C-AC51-E01E663B9760 317
ACORD 101 (2008/01)
The ACORD name and logo are registered marks of ACORD
© 2008 ACORD CORPORATION. All rights reserved.

THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: FORM TITLE:

ADDITIONAL REMARKS
ADDITIONAL REMARKS SCHEDULE Page of
AGENCY CUSTOMER ID:

LOC #:

AGENCY

CARRIER NAIC CODE

POLICY NUMBER

Goleta City CouncilApril 18, 2023

Goleta City Council
April 18, 2023