Various Agreements and Amendments for Public Works Projects — Goleta City Council, May 7, 2024 (part 2 of 2)

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• No-rise analysis and certification
Task 3.1.6: No-Rise Analysis: San Jose Creek Multipurpose Path (Northern Segment)
Using the model developed in previous tasks, a FEMA No‐Rise analysis will be performed to confirm that the proposed multipurpose path project does not cause an increase in San Jose Creek floodway elevations. If the No-Rise condition is met, a No‐ Rise certification will be prepared. Review comments on the no-rise analysis by the CITY will be addressed (note: The No‐Rise analysis is reviewed by the community only and does not go to FEMA).

If the No‐Rise condition cannot be met, FEMA regulations require a Conditional Letter of Map Revision (CLOMR) to be processed before construction begins as well as a LOMR following construction. The CLOMR/LOMR submittals for the multipurpose path are included in this proposal as Optional Services.

Deliverables:
• No-Rise analysis and certification
Task 3.1.7.: Hydraulic Technical Memorandum for Hollister Avenue Bridge (Southern Segment)
CONSULTANT shall provide a Technical Memorandum summarizing the updated existing and proposed conditions hydraulics for the replacement of the Hollister Avenue Bridge.

Deliverables:
• Technical Memorandum
Task 3.1.8: San Jose Creek Multipurpose Path LHS/SFER (Northern Segment) CONSULTANT shall complete the Location Hydraulic Study (LHS) and Summary Floodplain Encroachment Report (SFER) forms and a separate corresponding summary report for both the Northern Segment and Southern Segment San Jose Creek multipurpose path projects.

Deliverables:
• SFER Report for the Northern Segment multipurpose path with forms in the appendices
• LHS/SFER Report for the Southern Segment multipurpose path with forms in the appendices
Task 3.1.9: CLOMR Submittal: San Jose Creek Multipurpose Path (Northern Segment) - OPTIONAL
CONSULTANT shall prepare a CLOMR application package for the San Jose Creek multipurpose path, Northern Segment, which will include copies of the hydraulic model DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 172
input and output, completed FEMA application forms, CLOMR report, floodplain work map(s), CHECK‐RAS comments and responses (if applicable), and annotated DFIRM panel(s) showing the revised floodplains.

Deliverables:
• CLOMR application package
Task 3.1.10: CLOMR Follow-up: San Jose Creek Multipurpose Path (Northern Segment) - OPTIONAL
CONSULTANT shall participate in up to three conference calls and coordinate with the CITY regarding the CLOMR, including addressing written comments on the submittal.

FEMA’s Online LOMC website will be used to electronically submit the CLOMR application to FEMA after it has been approved by the CITY. CONSULTANT shall respond to FEMA comments on the CLOMR application.

Public notice and/or individual property owner notification may be required by FEMA. A template will be prepared for the public notice and/or notification letter to be sent out to the community. A list of affected parcels will also be prepared Deliverables:
• List of affected parcels and a template for the public notice and/or notification letter
Task 3.1.11: LOMR Submittal: San Jose Creek Multipurpose Path (Northern Segment) - OPTIONAL - TBD
The proposed conditions modeling and mapping shall be revised, to reflect as‐built conditions. CONSULTANT shall prepare a LOMR application package for the San Jose Creek multipurpose path, Northern Segment. The LOMR package will include copies of the hydraulic model input and output, completed FEMA application forms, LOMR report, floodplain work map(s), and annotated DFIRM panel(s) showing the revised floodplains.

Deliverables:
• LOMR application package
Task 3.1.12: LOMR Follow-up: San Jose Creek Multipurpose Path (Northern Segment) - OPTIONAL - TBD
CONSULTANT shall coordinate with the CITY regarding the LOMR, including addressing written comments on the submittal. FEMA’s Online LOMC website will be used to electronically submit the LOMR application to FEMA after it has been approved by the CITY. CONSULTANT and will respond to FEMA comments on the LOMR application.

City of Goleta
Public Works Dewberry

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Public notice and/or individual property owner notification will be required by FEMA. A template will be prepared for the public notice and/or notification letter to be sent out to the community. A list of affected parcels will also be prepared.

Deliverables:
• List of affected parcels and a template for the public notice and/or notification letter
Task 3.2: Scour and Bank Protection Analysis and Memorandum (Southern and Northern Segments)
CONSULTANT shall complete calculations to determine the need for bank protection. If bank protection is required, parameters will be provided according to the FHWA publication HEC-23.

Deliverables:
• Technical Memorandum documenting rock riprap locations.

Task 3.3: Drainage Report (Southern and Northern Segments) CONSULTANT shall review the available data and prepare design calculations to assess the capacity of the existing drainage systems. CONSULTANT shall prepare the Drainage Report, which will include calculations to assess the need for drainage improvements. The results and design recommendations will be summarized in the Drainage Report. The report is expected to include the following:
• Evaluation of the existing conditions, including:
o Evaluation of the existing conditions
o Unusual and special conditions
o Drainage mapping
o Proposed systems
CONSULTANT shall also conduct a field reconnaissance to assess the existing conditions in the vicinity of the Project site.

Deliverables:
• Draft Drainage Report (PDF)
• Draft Final Drainage Report (PDF)
• Final Drainage Report (PDF and 3 hard copies)
Task 3.4: Storm Water Data Report – Short Form (SWDR) (Southern Segment) CONSULTANT shall prepare a Stormwater Data Report Short Form summarizing the Project impacts to water quality and recommended BMPs. CONSULTANT shall propose the permanent stormwater treatment BMPs. The report will be based on the PA&ED-level report and will be updated with the development of the PS&E.

Deliverables:
• Draft Stormwater Data Report (PDF)
• Draft Final Stormwater Data Report (PDF)
• Final Stormwater Data Report (PDF and 3 hard copies)
Task 3.5: Geotechnical Engineering Study
Based upon finding during the PA&ED phase of this project, CONSULTANT proposes the following scope of services, which will generally include a field exploration, laboratory testing program, analyses, and report preparation. The proposed scope of work will include the following tasks:

Task 3.5.1: Mobilization, Research and Data Collection (Southern and Northern Segments)
Mobilization will include project set up, staff briefing, checking site accessibility, boring layout, clearance of utilities, and permitting. A preliminary map of proposed exploratory boring locations will be provided to the project team, prior to drilling. A field meeting will be arranged with the design team to confirm boring locations. Prior to the field meeting, CONSULTANT shall notify Underground Service Alert (USA) to arrange for marking of underground utilities within pertinent public rights-of-way and utility easements.

CONSULTANT shall obtain an encroachment permit from Caltrans to perform work along SR-217. It is assumed the CITY will not require additional permits. Borings will be in the shoulder to the extent possible; however, the use of temporary traffic control is anticipated.

Task 3.5.2: Field Exploration Activities & Subsurface Investigation (Southern and Northern Segments)
The proposed boring program for the Southern Segment will include five deep borings ranging 60 to 100 feet. Three (3) shallow borings to 5 feet for collection bulk soil samples for R-value testing. These explorations will provide an evaluation of subsurface soil conditions for the proposed improvements. The boring locations will depend upon the available access. It is anticipated using a truck mounted drill rig for borings. Due to the needed depths of borings, portable equipment may not be feasible.

Temporary traffic control is expected for the proposed borings on State Route 217 and South Kellogg Ave.

The proposed boring program for the Northern Segment will include three borings and two CPTs to 60 feet. Two (2) shallow borings to 5 feet will drilled by a hand-auger for collection bulk soil samples for R-value testing. These explorations will provide an evaluation of subsurface soil conditions for the proposed improvements. The boring locations will depend upon the available access. Due to the needed depths of borings, portable equipment may not be feasible. Temporary traffic control is expected for the City of Goleta
Public Works Dewberry

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CONSULTANT shall classify and continuously log subsurface soil conditions encountered in test borings at the time of drilling. Obtain "relatively undisturbed" samples of substrata from the soil borings. The soil borings will be drilled and capped in accordance with the permit requirements. Generally, the borings are required to be backfilled with cement grout. The cuttings will be drummed and hauled from the site.

Task 3.5.3: Laboratory Testing (Southern and Northern Segments) Laboratory tests shall be performed on selected soil samples to evaluate pertinent geotechnical engineering properties for design. Laboratory tests anticipated include moisture density, R-value, unconfined compression, gradation analyses, corrosion tests and Plasticity Index test.

Task 3.5.4: Engineering Analyses (Southern and Northern Segments) CONSULTANT shall perform engineering analyses and develop design recommendations for the retaining walls and the multipurpose path. This will be based on the field and laboratory data. The wall types are not finalized at this time, however, soldier pile and lagging, tie-back system or conventional cast-in-place walls could be considered.

Task 3.5.5: ADL and Lead Base Paint Testing and Report (Southern and Northern Segments)
CONSULTANT shall prepare ADL and Lead base paint testing for the Southern Segment and document findings in a report.

CONSULTANT shall prepare ADL testing for the Northern Segment and document findings in a report.

Deliverables:
• ADL and Lead Base Paint Testing Report for the Southern Segment • ADL Testing Report for the Northern Segment
Task 3.5.6: Draft Geotechnical Report (Southern and Northern Segments) CONSULTANT shall prepare preliminary recommendations for the proposed pedestrian overcrossing foundations, retaining walls and pavement sections for the Southern Segment. Caltrans design guidelines will be referred to in the preparation of this report.

One report will be submitted combining the required geotechnical recommendations for project elements.

CONSULTANT shall also prepare preliminary recommendations for the proposed retaining walls and pavement sections for the Northern Segment. Caltrans design guidelines will be referred to in the preparation of this report. One report will be submitted combining the required geotechnical recommendations for project elements.

City of Goleta
Public Works Dewberry

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DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 176
Task 3.5.7: Final Geotechnical Report (Southern and Northern Segments) CONSULTANT shall prepare a final report including design recommendations for the pedestrian overcrossing foundations, retaining walls and pavement sections based on review comments and updates after the draft report preparation pertaining to the Southern Segment.

CONSULTANT shall also prepare final report including design recommendations for retaining walls and pavement sections based on review comments and updates after the draft report preparation pertaining to the Northern Segment.

Deliverables:
• Draft Foundation Report (One for the Southern Segment and One for the Northern Segment) PDF
• Final Foundation Report (One for the Southern Segment and One for the Northern Segment) PDF
Task 3.6: Traffic Management Plan (TMP) (Southern and Northern Segments) CONSULTANT shall prepare a Traffic Management Plan for the project in accordance with Caltrans guidelines and CITY circulation requirements. CONSULTANT shall coordinate with CITY, Caltrans and UPRR. Prior to developing the TMP, an initial meeting will be set up with Caltrans, UPRR and local agencies to receive concurrence on special criteria. Lane closure charts will be coordinated and obtained from Caltrans Transportation Management Division.

Deliverables:
• Administrative Draft TMP PDF
• Draft TMP PDF
• Response matrix to review comments
• Final TMP PDF
• UPRR preliminary design documents
Task 4: Utility Coordination (Southern and Northern Segments) Task 4.1: Conflict Mapping (Southern and Northern Segments) CONSULTANT shall prepare conflict mapping (“B” Plans) and a “B” Letter for CITY review. Conflict mapping will be sent to the utility company showing the individual company’s facilities, marked in its corresponding color, and showing the anticipated utility conflicts.

The utility company is requested to respond within 30 days of receipt of the letter and to initiate relocation design. The utility company will be requested to provide relocation plans to resolve conflicts and an opinion of probable construction cost estimate of the relocation.

City of Goleta
Public Works Dewberry

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DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 177
CONSULTANT shall work with the CITY to finalize utility agreements and certifications to satisfy federal funding requirements. This task includes reviewing relocation agreements for proper charges and fees and negotiating to correct advances, refunds and reimbursements. Final utility agreements will be included in the Right of Way Certification package.

CONSULTANT shall work with the CITY and Caltrans to prepare and submit the Project Engineer’s Certification of Utility Facilities to satisfy Caltrans federal funding requirements. This task includes reviewing utility company designs. Utility design is to follow the State Policy on High and Low Priority Underground Facilities. Certification documents will be prepared per Appendix LL of the Caltrans Project Development Procedures Manual.

When the relocation plans are received, CONSULTANT shall check the utility company relocation design against the latest project plans for conflicts. CONSULTANT shall send Final Plans (“C” Plans) and Notice to Owner (Caltrans Exhibit 14-d in the Local Assistance Procedures Manual) directing each facility to initiate relocation construction.

CONSULTANT shall coordinate and prepare utility certification documents.

Deliverables:
• Utility Conflict Mapping
• Request for Relocation Plans Package (Utility Letter “B”) PDF • Final Plans (Utility Letter “C”) along with a Notice to Owner PDF • Right of Way Certification
Task 5: Right of Way Services
Task 5.1: Right of Way Requirements Map (Southern and Northern Segments) CONSULTANT shall prepare a map showing the right of way requirements for the project alignment. The right of way requirement map will provide enough detail to support the right of way acquisition activities and will define property acquisition/easement areas required for the project.

Deliverables:
• Right of Way Requirements Map PDF
Task 5.2: Property Owner Exhibits (Appraisal Maps) (Southern and Northern Segments)
After the required acquisitions and easements are established, CONSULTANT shall prepare an Appraisal Map to assist the right of way agent in obtaining appraisals for the affected properties. The appraisal map will describe the parcel, APN, and owner information, the area of right of way being acquired for both fee and easement acquisitions. Up to thirteen (13) property owner exhibits are included this scope of services, four (4) for the Southern Segment and ni ne (9) for the Northern Segment.

City of Goleta
Public Works Dewberry

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DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 178
Deliverables:
• Individual Property Owner Exhibits PDF
Task 5.3: Appraisal Services (Southern Segment)
CONSULTANT shall review title information pertaining to respective ownerships and will review drawings and other pertinent information relative to the parcel and prepare respective appraisals for this project. CONSULTANT shall inspect property personally with the owner (if possible) and document the inspection with photographs for use in the appraisal report. CONSULTANT shall prepare a narrative appraisal report that conforms to the Uniform Standards of Professional Appraisal Practice (USPAP) and the Code of Ethics of the Appraisal Institute and Caltrans Right of Way Manual. The appraisal study and report are intended to serve as an acquisition appraisal and will be prepared in a summary format consistent with the specifications for narrative appraisal reports.

Deliverables:
• Appraisal Reports – 2 for the Southern Segment - PDF
Task 5.4: Appraisal Review Services (Southern Segment)
CONSULTANT shall review appraisals in conformance with USPAP. CONSULTANT shall conduct a review of the appropriateness of the methodology, the accuracy of the data and the application of the approaches to value used in the appraisal. Refer to the correct edition of the Uniform Standards of Professional Appraisal Practice (USPAP) and the Caltrans Right of Way Manual, as applicable. Provide report comments and interface with the real property appraiser regarding concerns and/or request report changes for report compliance. Proofread and check for mathematical correctness.

Deliverables:
• Appraisal Reports Review – 2 for the Southern Segment - PDF Task 5.5: Acquisition Services (Southern Segment)
CONSULTANT shall prepare offer packages for owner. Offer packages will include an offer letter, Appraisal Summary Statement, proposed Right of Way Agreement and Deed. These documents would be presented to the CITY for review and pre-approval prior to presenting offers to property owners. After offer presentation, agreements with owner will be pursued to finalize the right of way transfers. The work would include agreement execution, deed notarization, escrow coordination, closing, deed recordation, title insurance issuance and funds distribution.

Task 5.6: Right of Way Data Sheets and Certification Documents (Southern Segment)
CONSULTANT shall prepare a Right of Way Data Sheet. Right of Way Data Sheets will conform to the Caltrans Right of Way Manual. CONSULTANT shall coordinate and prepare Right of Way Certification documents.

City of Goleta
Public Works Dewberry

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Task 6: Structure Type Selection
Task 6.1: Type Selection Report (Southern and Northern Segments) CONSULTANT shall prepare a Type Selection Report to summarize the options considered during the PA&ED phase, and make a recommendation in regard to the selected structure type for the pedestrian tunnel beneath SR 217, bridge crossing over San Jose Creek and retaining wall between the proposed multipurpose path and SR 217. The Type Selection Report will also make a recommendation regarding the selected retaining wall types for the walls along San Jose Creek underneath the US 101 bridge and wall types for the walls between US 101 and Calle Real. The type selection report will include discussion of the geotechnical studies, seismic criteria, hydraulic requirements (where required), aesthetic requirements, and will consider environmental, right-of-way, constructability, and construction cost impacts. The format and content for the type selection report will follow Caltrans Bridge Memos to Designers 1-29.

The Type Selection Report will include a General Plan for the preferred alternative and General Plan cost estimates for the structures and wall alternatives considered.

Deliverables:
• Fourteen (14) hard copies of Type Selection Report
• Two (2) hard copies of Draft Foundation Plan
• Two (2) hard copies of Draft Final Hydraulics Report
• Four (4) hard copies of Preliminary Foundation Report • One (1) electronic copy of Preliminary Foundation Report Task 6.2: Type Selection Meeting (Southern and Northern Segments) CONSULTANT shall attend one Type Selection Meeting with the CITY and Caltrans staff to obtain official approval of the bridge and retaining wall within Caltrans right-of- way.

Task 6.3: Post Type Selection Meeting (Southern and Northern Segments) CONSULTANT shall incorporate comments received on the type selection report and from the type selection meeting into the final type selection report. This task includes updating the Bridge General Plan, Foundation Plan and Engineer's opinion of probable costs for the preferred bridges and retaining walls based on comments received.

The chosen structure and wall alternative, once reviewed and approved by the CITY and Caltrans, will be the basis for the final design of the bridges and retaining walls.

Deliverables:
• Fourteen (14) hard copies of Type Selection Review Meeting Summary • Four (4) hard copies of Updated General Plan Estimate • Thirty (30) hard copies of Updated General Plans for structures within Caltrans Right of Way
DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 180
Task 7: 60% Design
This task resolves and incorporates preliminary review comments made for the portions of the project included in the 60% PS&E. The purpose of this 60% task is to have a design that is detailed enough to meet the following key objectives:
• Facilitate Stakeholder Coordination
• Determine right of way requirements
• Submit documents for environmental permitting
• Develop a good opinion of probable construction cost
• Submittals for inclusion with Caltrans SR 217 and US 101 Bridge Replacement projects
CONSULTANT shall meet with the CITY, Caltrans and UPRR to resolve comments received from the preliminary submittal to be addressed in this design phase on the portions of the project included in the 60% PS&E. CONSULTANT shall coordinate with the CITY and Caltrans to perform constructability review and participate in a meeting to discuss findings. Resolved independent constructability review comments will be incorporated into 60% plans prior to submittal to Caltrans. CONSULTANT shall meet with District safety reviewers and coordinators to incorporate safety comments early in the process. Official Safety Review Committee meeting typically occurs at 95% design.

The portions of the project to be included in the development of the 60% PS&E are as follows:

For the Southern Segment design, the multipurpose path improvements to be constructed within State right of way and with the SR217 bridge replacement project include the culvert under SR217, retaining wall on west side of SR217 and multipurpose path within the limits of the SR217 bridge replacement project and tie-in area to the north, as necessary. Signed plans specifications and estimate for these items will be provided to Caltrans for inclusion into the SR217 bridge replacement bid package.

For the Northern Segment design, the multipurpose path improvements to be constructed within State right of way and with the US 101 bridge replacement project include walls and multipurpose path riding surface. The design and details for these items will be provided to Caltrans for inclusion into the US 101 bridge replacement bid package. The tie-in areas immediately to the north and south will also be considered.

The Caltrans submittal will exclude the areas outside of the Caltrans bridge project limits as well as bike path railings, fences, signs, and other multipurpose path elements.

The portions of the project outside of the segments described above will be developed to 40% design. Plan sheets will be produced for these areas but will not have the detail specified for the 60% design as described under Task 7.2. The purpose of the 40% design is to have a design that is detailed enough to meet the following key objectives:

City of Goleta
Public Works Dewberry

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• Facilitate Stakeholder Coordination
• Determine right of way requirements
• Submit documents for environmental permitting
• Develop a good opinion of probable construction cost
60% design and final design for these portions of the project will take place in Phase II or the Final Design phase of the project.

Task 7.1: Design Standard Decision Documents (Design Exceptions) (Southern and Northern Segments)
Caltrans approval is required for design exception to the Caltrans Highway Design Manual. Exceptions to Caltrans standards that have been identified in Design Standard Decision Documents (DSDD) at PA&ED phase will be verified, and additional exceptions will be addressed. CONSULTANT shall prepare a supplemental DSDD.

For approval of the geometrics and DSDD, design resolution meetings (up to 3) are anticipated. Plans will be distributed to the parties for the typical reviews and subsequently CONSULTANT and key decision-makers will meet to discuss issues.

Prior to adjourning the meetings, a plan and schedule will be developed to address issues left outstanding.

Task 7.2: 60% Multipurpose Path Plans (Southern and Northern Segments) Building upon the comments received from the preliminary submittal and on the input from the CITY, Caltrans and UPRR made for the portions of the project included in the 60% PS&E CONSULTANT shall prepare the design plans. The plans will include physical definition of alignments, multipurpose path dimensions, typical sections, profiles, access control, right of way, design designations, control data, and retaining wall and culvert locations, cut and fill limits, preliminary striping, conform locations and impacts to adjacent properties and facilities.

The plans will provide the basis to finalize the design layout sheets and roadway geometry such that right of way needs, major utility relocations, preliminary opinion of probable construction costs and permit requirements for the project can be identified early in the process. Some of the issues that will be considered in transitioning to the final design are:
• Compliance with ADA requirements
• Staging and traffic handling (Constructability)
• Coordination with Caltrans design team of the SR217 and US 101 bridge replacement projects
• Pavement Structural Sections
• Retaining wall locations
• Identification of environmental constraints
• Identification of required/expected permits
DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 182
City of Goleta
Public Works Dewberry

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• Right of way requirements
• Utilities identified
CONSULTANT shall develop initial design cross sections. Design cross sections will not be part of the official plan set but will be submitted to the CITY and Caltrans for review.

The following sheets are anticipated in this task:

Sheet Name
60% Sheets
(Southern
Segment)
60% Sheets
(Northern
Segment)
Scale *
Title Sheet 1 N/A None
Typical Cross Sections (X) 4 1 None
Key Map & Line Index (K) 1 N/A None
Project Control 1 N/A 1”=200’
Layout (L) 10 2 1”=20’
Profile (P) 10 1 H:1”=20’
V:1”=5’
Construction Details (C) 5 2 1”=10’
Temp Water Pollution Control
Plan (WPC) 10 N/A 1”=50’
Temp Water Pollution Control
Details (WPCD) 2 N/A None
Temp Water Pollution Control
Quantities (WPCQ) 2 N/A N/A
Contour Grading (G) 10 N/A 1”=20’
Drainage Plans (D) 10 N/A 1”=20’
Drainage Profiles (DP) 10 N/A H:1”=20’
V:1”=5’
Drainage Details (DD) N/A 3
Drainage Quantities (DQ) 5 N/A None
Construction Area Signs (CS) 1 N/A 1”=200’
Stage Construction (SC) 4 N/A 1”=50’
Stage Construction and Traffic
Handling Plan (SC) 20 N/A 1”=20’
Stage Construction Details (SCD) 2 N/A 1”=10’
Stage Construction Quantities
(SCQ) 2 N/A N/A
Detour Plans (DE) 4 N/A H:1”=20’
V:1”=5’
Erosion Control Legend (ECL) 1 N/A N/A
Erosion Control Plans (EC) 10 N/A 1”=20’
Erosion Control Details (ECD) 2 N/A 1”=10’/None
DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 183
City of Goleta
Public Works Dewberry

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Sheet Name
60% Sheets
(Southern
Segment)
60% Sheets
(Northern
Segment)
Scale *
Erosion Control Quantities (ECQ) 1 N/A N/A
Pavement Delineation Plans (PD) 10 N/A 1”=20’
Pavement Delineation Details
(PDD) 2 N/A None
Pavement Delineation Quantities
(PDQ) 3 N/A N/A
Signing Plans (S) 10 N/A 1”=20’
Sign Details (SD) 2 N/A None
Sign Quantities (SQ) 1 N/A N/A
Summary of Quantities (Q) 4 N/A N/A
Lighting Plan Culvert (E) 1 N/A 1”=40”
Lighting Plan S. Kellogg Ave (E) 1 N/A 1”=40’
Lighting Pedestrian Bridge -
OPTIONAL (E) 1 N/A 1”=40’
Lighting Plan (US101) N/A 1 1”=40”
Rectangular Rapid Flashing
Beacon (RRFB) Plan (E) 1 N/A 1”=20’
Variable Message Sign (VMS)
Plan (E) 1 N/A 1”=20’
Electrical Quantity Sheets 1 1 N/A
Electrical Notes and Detail
Sheets 1 1 N/A
Total 170 9
* Scale of multipurpose path plan improvements to be included with the Caltrans US 101 and 217 Bridge Replacement Projects over San Jose Creek, will be coordinated with the Caltrans Design Teams.

Prior to submittal, CONSULTANT shall combine roadway PS&E documents with the structures PS&E documents.

Task 7.3 Lighting and Signal Design
Task 7.3.1: Safety Lighting and RRFB Design (Southern and Northern Segments) CONSULTANT shall prepare the design of safety lighting at the locations listed below and the inclusion of a proposed Rectangular Rapid Flashing Beacon (RRFB) at the location described below:
• Culvert Safety Lighting
• S. Kellogg Avenue Crossing and RRFB
• Multipurpose Path lighting on both ends of UPRR and US 101 Overcrossing
• Modification of existing street lighting system on Calle Real DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 184
City of Goleta
Public Works Dewberry

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The design will be developed using the latest City Standards and Caltrans Standard Plans and Specifications.

Task 7.3.2: Safety Lighting at Pedestrian Bridge Crossing (Southern Segment) –

OPTIONAL - TBD
CONSULTANT shall prepare the design of safety lighting for the pedestrian bridge crossing.

The design will be developed using the latest City Standards and Caltrans Standard Plans and Specifications.

Task 7.3.3: Variable Message Sign (VMA) (Southern and Northern Segments) –

OPTIONAL - TBD
CONSULTANT shall prepare Plans, Specs and Estimates for a proposed Variable Message Signs (VMS) for flood/fire waring at S. Kellogg Avenue crossing and at the location where the proposed multipurpose path reached Calle Real.

Task 7.4: 60% Structure Design (Southern and Northern Segments) The Bridge and Retaining Wall designs for the portions of the project included in the 60% PS&E will be in accordance with Caltrans Bridge Design Specifications and applicable sections of the Caltrans Bridge Memo to Designers and Bridge Design Aids manuals. Current CITY and Caltrans design standards will be used. Seismic design will be performed in accordance with the Seismic Design Criteria 2.0 dated April 2019.

Task 7.5: 60% Structure Plans (Southern and Northern Segments) Detailing of plans will be in accordance with Caltrans Bridge Design Details Manual and City of Goleta Standards.
60% Structure plans will include developed retaining wall aesthetics as agreed upon at the preliminary design level for the portions of the project included in the 60% PS&E. It is anticipated that aesthetic treatment will be limited to standard formliner themes and will not require special corridor themes to be developed. The scope and fee are based on developing the following plan sheets:

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Sheet Name (Southern
Segment)
Sheet Name (Northern
Segment)
7 Portal Entrance General Plan No. 1 - RW
106
8 Portal Exit General Plan No. 1 - RW
107
9 Wingwall Details General Plan No. 1 - RW
108
10 Typical Section General Plan No. 2 - RW
108
11 Section Details No. 1 General Plan No. 1 - RW
108A
12 Section Details No. 2 Foundation Plans
13 Section Details No. 3
14 Lighting Details
15 Drainage Details
16 Misc. Details
17 General Plan No. 1 - Retaining
Wall
18 General Plan No. 2 - Retaining
Wall
19 Foundation Plan
20 Retaining Wall Details
21 General Plan No. 1 - Ped
Bridge
22 General Plan No. 2 - Ped
Bridge
23 General Notes
24 Deck Contours
25 Foundation Plan
26 Abutment 1 Layout
27 Abutment 12 Layout
28 Abutment Details
29 Wingwall Details
30 Typical Bent Layout
31 Bent 5 Layout
32 Bent 6 Layout
33 Bent Details No. 1
34 Bent Details No. 2
35 Closure Wall Details
36 Typical Section No. 1 -
Concrete Slab
37 Typical Section No. 2 - Precast
Girders
DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 186
City of Goleta
Public Works Dewberry

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Sheet Name (Southern
Segment)
Sheet Name (Northern
Segment)
38 Concrete Slab Reinforcement
39 Precast Girders
40 Misc. Details
41 Architectural Details No. 1
42 Architectural Details No. 2
Task 7.6: Constructability Review (Southern and Northern Segments) Using the Caltrans Constructability Review Checklist, CONSULTANT shall perform the constructability review on the portions of the project included in the 60% PS&E. Senior engineer experienced with design and construction will conduct the review. Comments will be incorporated in the plans, specification and estimate.

Task 7.7: Structural Elements Design Check (Southern and Northern Segments) CONSULTANT shall perform an independent design check of the bridge, culvert and retaining wall plans for the portions of the project included in the 60% PS&E, in conformance with typical Caltrans bridge design procedures. The checker will provide a list of comments and a marked-up set of plans to the designer. Upon completion of design check, discrepancies between the design and checker will be reconciled and plans updated for preparation of quantities, estimate and specifications. The final design will reflect agreement between the two engineers.

Task 7.8: Special Provisions (Southern and Northern Segments) Draft outline technical special provisions will be prepared on the portions of the project included in the 60% PS&E for project elements within the scope of work per Caltrans Standard Special Provisions, with modifications to coordinate with local agency Special Provisions. Boilerplate information for the specifications will be provided by the CITY for subsequent submittals.

Task 7.9: Opinion of Probable Construction Cost (Southern and Northern Segments)
This opinion of probable construction cost will be based on quantity take-off calculations and unit cost information for items listed on the portions of the project included in the 60% PS&E. The unit cost data will be based on past relevant experience with similar projects; including current local agency cost data, latest version of Caltrans Contract Cost Data and recent bid summaries. The opinion of probable construction cost at this phase will be in bid item format with 10% to 15% contingency.

Deliverables:
• Full size plans (City = 5 hard copies; Caltrans = 20 hard copies) • Half size plans (City = 5 hard copies; Caltrans = 20 hard copies) • Technical Special Provisions (City = 5 hard copies; Caltrans = 5 copies) DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 187
City of Goleta
Public Works Dewberry

Page 47 of 55 ends

• Opinion of Probable Construction Cost (City = 5 hard copies; Caltrans = 5 hard copies)
• Electronic copy on CD
• Submittals for inclusion with Caltrans SR 217 and US 101 Bridge Replacement projects
Task 8: 95% PS&E*-
This task resolves and incorporates 60% review comments. CONSULTANT shall coordinate with CITY and Caltrans. Additional details and information will be added. For the portion of the multipurpose path to be constructed by Caltrans, CONSULTANT shall coordinate review/comment cycles with the Caltrans Office Engineer (OE) as part of the Log-in process. This task includes conducting an official safety review with Caltrans Safety Review Committee and incorporating review comments into 100% PS&E.

CONSULTANT shall develop design cross sections. Design cross sections will not be part of the official plan set but will be submitted to the CITY and Caltrans for review.

The portions of the project to be included in the development of the 95% PS&E are as follows:

For the Southern Segment design, the multipurpose path improvements to be constructed within State right of way and with the SR217 bridge replacement project include the culvert under SR217, retaining wall on west side of SR217 and multipurpose path within the limits of the SR217 bridge replacement project. Signed plans specifications and estimate for these items will be provided to Caltrans for inclusion into the SR217 bridge replacement bid package.

For the Northern Segment design, the multipurpose path improvements to be constructed within State right of way and with the US 101 bridge replacement project include walls and multipurpose path riding surface. Excludes railings, fences, signs and other multipurpose path elements. The design and details for these items will be provided to Caltrans for inclusion into the US 101 bridge replacement bid package.

Task 8.1: 95% Multipurpose Path Plans (Southern and Northern Segments) The following sheets are anticipated for this task:

Sheet Name
95% Sheets
(Southern
Segment)
95% Sheets
(Northern
Segment)
Scale *
Title Sheet 1 N/A None
Typical Cross Sections (X) 4 1 None
Key Map & Line Index (K) 1 N/A None
Project Control 1 N/A 1”=200’
Layout (L) 10 2 1”=20’
DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 188
City of Goleta
Public Works Dewberry

Page 48 of 55 ends

Sheet Name
95% Sheets
(Southern
Segment)
95% Sheets
(Northern
Segment)
Scale *
Profile (P) 10 1 H:1”=20’
V:1”=5’
Construction Details (C) 5 2 1”=10’
Temp Water Pollution
Control Plan (WPC) 10 N/A 1”=50’
Temp Water Pollution
Control Details (WPCD) 2 N/A None
Temp Water Pollution
Control Quantities (WPCQ) 2 N/A N/A
Contour Grading (G) 10 N/A 1”=20’
Drainage Plans (D) 10 N/A 1”=20’
Drainage Profiles (DP) 10 N/A H:1”=20’
V:1”=5’
Drainage Details (DD) 3 N/A None
Drainage Quantities (DQ) 5 N/A None
Construction Area Signs
(CS) 1 N/A 1”=200’
Stage Construction (SC) 4 N/A 1”=50’
Stage Construction and
Traffic Handling Plan (SC) 20 N/A 1”=20’
Stage Construction Details
(SCD) 2 N/A 1”=10’
Stage Construction
Quantities (SCQ) 2 N/A N/A
Detour Plans (DE) 4 N/A H:1”=20’
V:1”=5’
Erosion Control Legend
(ECL) 1 N/A N/A
Erosion Control Plans (EC) 10 N/A 1”=20’
Erosion Control Details
(ECD) 2 N/A 1”=10’/None
Erosion Control Quantities
(ECQ) 1 N/A N/A
Pavement Delineation Plans
(PD) 10 N/A 1”=20’
Pavement Delineation
Details (PDD) 2 N/A None
Pavement Delineation
Quantities (PDQ) 3 N/A N/A
Signing Plans (S) 10 N/A 1”=20’
Sign Details (SD) 2 N/A None
Sign Quantities (SQ) 1 N/A N/A
DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 189
City of Goleta
Public Works Dewberry

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Sheet Name
95% Sheets
(Southern
Segment)
95% Sheets
(Northern
Segment)
Scale *
Summary of Quantities (Q) 4 N/A N/A
Lighting Plan Culvert (E) 1 N/A 1”=40”
Lighting Plan S. Kellogg Ave
(E) 1 N/A 1”=40’
Lighting Pedestrian Bridge -
OPTIONAL (E) 1 N/A 1”=40’
Lighting Plan (US101) N/A 3 1”=40”
Rectangular Rapid Flashing
Beacon (RRFB) Plan (E) 1 N/A 1”=20’
Variable Message Sign
(VMS) Plan (E) 1 N/A 1”=20’
Electrical Quantity Sheets 1 N/A N/A
Electrical Notes and Detail
Sheets 1 N/A N/A
Total 170 9
* Scale of multipurpose path plan improvements to be included with the Caltrans US 101 and 217 Bridge Replacement Projects over San Jose Creek, will be coordinated with the Caltrans Design Teams.

Prior to submittal, CONSULTANT shall combine roadway PS&E documents with the structures PS&E documents.

Task 8.2: 95% Structure Plans (Southern and Northern Segments) The 95% PS&E design phase will have a separate QC design team perform independent structural and quantity calculations, and conduct an independent check of the structural plans, opinion of probable construction cost, working day schedule, and specifications. The check will include an interdisciplinary review of the project documents to coordinate design properly. In the 95% PS&E design phase, review comments will be addressed on the portions of the project included in the 95% PS&E, and outstanding design issues will be finalized. 95% plans, technical specifications and opinion of probable construction cost will be prepared. Design activities will be completed. The PS&E package will be prepared for review. Tasks include:
• Address 60% Submittal Comments
• CONSULTANT shall coordinate with CITY and Caltrans.
• Prepare Independent Check Calculations
• Independently Check Plans and Details
• Independently Check of Draft Structure Specifications • Reconcile Design with Independent Check
• Update Plans and Details to reflect Independent Check comments • Prepare Independent Check Quantity Calculations
DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 190
• Reconcile Design Quantities with Independent Check Quantities • Independently check, reconcile, and update Working Day Schedule • Update Opinion of Probable Construction Cost
• Submit 95% PS&E
The 95% Structure Plan sheets and total count are anticipated to be the same as for the 60% submittal.

Task 8.3: Constructability Review (Southern and Northern Segments) Using the Caltrans Constructability Review Checklist, CONSULTANT shall perform the constructability review on the portions of the project included in the 95% PS&E. Senior engineer experienced with design and construction will conduct the review.

Task 8.4: Updated Special Provisions (Southern and Northern Segments) Updated technical provisions will be prepared for project elements on the portions of the project included in the 95% PS&E within the scope of work per Caltrans Standard Special Provisions, with modifications to coordinate with local agency Special Provisions.

Task 8.5: Updated Opinion of Probable Construction Cost (Southern and Northern Segments)
This task updates the 60% opinion of probable construction cost for the portions of the project included in the 95% PS&E based on updated quantity take-off calculations for items listed. The opinion of probable construction cost at this phase will be in bid item format with 10% contingency.

Deliverables:
• Full size plans (City = 5 hard copies; Caltrans = 20 hard copies) • Half size plans (City = 5 hard copies; Caltrans = 20 hard copies) • Special Provisions (City = 5 hard copies; Caltrans = 5 copies) • Opinion of Probable Construction Cost (City = 5 hard copies; Caltrans = 5 hard copies)
• Design Cross Sections (Electronic)
• Electronic copy on CD
• Submittals for inclusion with Caltrans SR 217 and US 101 Bridge Replacement projects
Task 9: 100% PS&E (Ready-To-List)
This task resolves and incorporates 95% review comments made for the portions of the project included in the 95% PS&E. CONSULTANT shall coordinate with CITY and Caltrans. Details and information will be refined to complete the final PS&E documents.

Final approval from agencies will be obtained during this phase of the work.

City of Goleta
Public Works Dewberry

Page 50 of 55 ends

DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 191
CONSULTANT shall update design cross sections. Design cross sections will not be part of the official plan set but will be submitted to the CITY and Caltrans for review.

The portions of the project to be included in the development of the 100% PS&E are as follows:

For the Southern Segment design, the multipurpose path improvements to be constructed within State right of way and with the SR217 bridge replacement project include the culvert under SR217, retaining wall on west side of SR217 and multipurpose path within the limits of the SR217 bridge replacement project. Signed plans specifications and estimate for these items will be provided to Caltrans for inclusion into the SR217 bridge replacement bid package.

For the Northern Segment design, the multipurpose path improvements to be constructed within State right of way and with the US 101 bridge replacement project include walls and multipurpose path riding surface. Excludes railings, fences, signs and other multipurpose path elements. The design and details for these items will be provided to Caltrans for inclusion into the US 101 bridge replacement bid package.

Task 9.1: 100% Roadway Plans (Southern and Northern Segments) The 100% Roadway Plan sheets and total count are anticipated to be the same as for the 95% submittal.

Task 9.2: 100% Structure Plans (Southern and Northern Segments) The following tasks are included in this submittal:
• Address 95% Submittal comments on the portions of the project included in the 95% PS&E
• Independently check and reconcile changes from 95% Submittal • Update calculations, independent calculations, quantity calculations, independent quantity calculations, opinion of probable construction cost and working day schedule
• Update plans, details and specifications
• Submit Draft 100% PS&E
• Address Draft 100% Submittal comments
• Submit Final PS&E
The 100% Structure Plan sheets and total count are anticipated to be the same as for the 95% submittal.

Task 9.3: Special Provisions (Southern and Northern Segment) Updated technical provisions will be prepared for project elements within the scope of services per Caltrans Standard Special Provisions, with modifications to coordinate with City of Goleta
Public Works Dewberry

Page 51 of 55 ends

Page 52 of 55 ends

local agency Special Provisions for the portions of the project included in the 100% PS&E.

Task 9.4: Opinion of Probable Construction Cost (Southern and Northern Segment)
This task updates the 95% opinion of probable construction cost based on refined quantity take-off calculations for items listed for the portions of the project included in the 100% PS&E. The opinion of probable construction cost at this phase will be in bid item format with 5% contingency.

Task 9.5: Construction Schedule (Southern and Northern Segment) With input from the CITY and Caltrans, CONSULTANT shall prepare a preliminary critical path method (CPM) construction schedule for the portions of the project included in the 100% PS&E.

Deliverables:
• Full size plans (City = 5 hard copies; Caltrans = 20 hard copies) • Half size plans (City = 5 hard copies; Caltrans = 20 hard copies) • Special Provision (City = 5 hard copies; Caltrans = 5 copies) • Opinion of Probable Construction Cost (City = 5 hard copies; Caltrans = 5 hard copies)
• Preliminary Construction Schedule (Electronic copy)
• Design Cross Sections
• Electronic copy on CD
• Submittals for inclusion with Caltrans SR 217 and US 101 Bridge Replacement projects
Scope Assumptions:

Southern Segment Assumptions
• This scope of work is for completing the portion of the San Jose Creek Multipurpose Path (multipurpose path) plans specifications and estimate that will be included in the Caltrans SR 217 Over San Jose Creek Bridge Replacement Project. Caltrans bridge replacement project including associated elements of the CITY portions of the multipurpose path project will be advertised and administered by Caltrans. CONSULTANT shall exchange design files and details of the project to accomplish this goal. • Multipurpose path improvements to be constructed within State right of way and with the SR217 bridge replacement project include the culvert under SR217, retaining wall on west side of SR217 and multipurpose path within the limits of the SR217 bridge replacement project. Signed plans specifications and estimate for these items will be provided to Caltrans for inclusion into the SR217 bridge replacement bid package.

Page 53 of 55 ends

• For hydrology/hydraulics analysis, no Conditional Letter of Map Revision (CLOMR)/Letter of Map Revision (LOMR) is needed for this project and a no- rise certification will be prepared to evaluate proposed improvements. • In the event FEMA does not accept a no-rise certification for the proposed improvements, it is assumed that the multipurpose path geometry will be incorporated into the FEMA LOMR in Task 3.1.3 and 3.1.4. • The CITY will waive encroachment permit fees for services to be performed as part of this project.
• Hydraulic model of the existing San Pedro Creek is not included as part of this scope of work.
• For hydrology/hydraulics analysis, the As‐Built Redlined plans of the Flood Control/Fish Passage project are sufficient for FEMA, and no additional survey of the constructed project is needed.
• For hydrology/hydraulics analysis, a LOMR application pertaining to the Flood Control/Fish Passage project will be submitted and processed through the FEMA Online LOMC website. No hard copies of the LOMR application will be created. FEMA review fee for a LOMR is subject to change; the current fee for an online submittal is included in the fee estimate as part of this scope of work. A FEMA review fee higher than the fee estimate will need to be paid by the CITY.
• For hydrology/hydraulics analysis, and interior drainage analysis for the project floodwalls is not included in this scope of work. • For Task 3.1.7, it is assumed that no updated Location Hydraulic Study (LHS)/Summary Floodplain Encroachment Report (SFER) forms are required and no bridge scour calculations and bank protection sizing are to be updated or completed as part of this scope of work.
• For survey and mapping control, performance of datum shift to conform to Caltrans datum used for the SR 217 bridge replacement project does not include a vertical shift.
• Type Selection Report for proposed structures will be based on Advance Planning Study prepared during PA&ED phase.
• Formal Type Selection Meeting with Caltrans will be required for culvert under SR217.
• Structures outside of Caltrans right of way will not require a formal type selection meeting.
• For structures, it is assumed that aesthetic treatment will generally match the recently constructed Goleta Beach Park Bridge replacement and the Caltrans SR217 bridge replacement over San Jose Creek.
• Lighting for the proposed culvert under SR 217 is assumed to be solar- powered but is subject to the availability of solar-powered tunnel lights. If solar-powered tunnel lights are not available in the market, AC powered tunnel lights will be proposed instead, and it is assumed that a new service connection will be needed.

Page 54 of 55 ends

• The variable message signs at S. Kellogg crossing will be connected to a controller, which will be powered by AC, it is assumed that a new service connection will be needed for this variable message sign. Safety lighting and RRFB at this crossing location are proposed to be solar powered. • Consolidated Coastal Development Permit. It is anticipated that no other permits from the County will be required. However, if the County determines that a Use Determination, Development, and Coastal Development Permits are required through the County, then it is anticipated that one application package can be prepared with one cover letter, the appropriate permit application forms, and one set of plans and supplemental information. This application package will include a summary of impacts and will provide justifications for the three County permits. A processing fee must be included with the submittal (to be provided by the CITY; the amount will be determined during coordination with the County). If the County requires additional permits, a revised scope and fee will be provided to the CITY for approval prior to completing the work.

Northern Segment Assumptions
• This scope of work is for completing the portion of the design and details of the multipurpose path that will be provided to Caltrans to be included in the Final US 101 Over San Jose Creek Bridge Replacement Project. Caltrans bridge replacement project including associated elements of the CITY portions of the multipurpose path project will be advertised and administered by Caltrans. CONSULTANT shall exchange design files and details of the project to accomplish this goal.
• Multipurpose path improvements to be constructed within State right of way and with the US 101 bridge replacement project include walls and multipurpose path riding surface. Excludes railings, fences, signs and other multipurpose path elements. The design and details for these items will be provided to Caltrans for inclusion into the US 101 bridge replacement bid package.
• For hydrology/hydraulics analysis, a Conditional Letter of Map Revision (CLOMR)/Letter of Map Revision (LOMR) is not required for this project and a No-Rise Certification will be prepared to evaluate proposed improvements. • For hydrology/hydraulics analysis, if FEMA does not accept a No-Rise Certification for the proposed improvements, CLOMR and LOMR applications need to be submitted and processed through the FEMA Online LOMC website. No hard copies of the CLOMR or LOMR application will be created.

Page 55 of 55 ends

• For hydrology/hydraulics analysis, the current fee for an online submittal of a CLOMR is included in this scope of services. The FEMA LOMR review fee is not included in this scope of services. FEMA review fee for a CLOMR and LOMR is subject to change and need to be verified prior to application submittal. Additional fees not included in this scope of services will be paid by the CITY.
• For geotechnical investigation, some of the proposed Cone Penetration Test (CPT) locations fall within private properties which will require permits to enter. For other locations which fall within the City’s right of way, it is assumed that the CITY will waive potential encroachment permit fees for these borings.
• The CITY will waive encroachment permit fees for services to be performed as part of this project.
• Type Selection Report for proposed structures will be based on Advance Planning Study prepared during PA&ED phase.
• Structures outside of Caltrans right of way will not require a formal type selection meeting.
• The variable message signs at Calle Real will be connected to a controller, which will be powered by AC. If not able to connect to the existing signal cabinet located at the intersection of N. Kellogg Ave and Calle Real, it is assumed that a new service connection will be needed for this variable message sign.
• Optional tasks listed require prior approval by the City. Fee estimate for Optional TBD tasks is to be determined.
• A separate fee estimate is prepared for items listed as Phase 2 under this scope of services.

DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 196
Straight OT(1.5x) OT(2x) From To
$310.00 $310.00 $310.00 1/1/2020 12/31/2020
$320.85 $320.85 $320.85 1/1/2021 12/31/2021
$332.08 $332.08 $332.08 1/1/2022 12/31/2022
$343.70 $343.70 $343.70 1/1/2023 12/31/2023
$355.73 $355.73 $355.73 1/1/2024 12/31/2024
$290.00 $290.00 $290.00 1/1/2020 12/31/2020
$300.15 $300.15 $300.15 1/1/2021 12/31/2021
$310.66 $310.66 $310.66 1/1/2022 12/31/2022
$321.53 $321.53 $321.53 1/1/2023 12/31/2023
$332.78 $332.78 $332.78 1/1/2024 12/31/2024
$260.00 $260.00 $260.00 1/1/2020 12/31/2020
$269.10 $269.10 $269.10 1/1/2021 12/31/2021
$278.52 $278.52 $278.52 1/1/2022 12/31/2022
$288.27 $288.27 $288.27 1/1/2023 12/31/2023
$298.36 $298.36 $298.36 1/1/2024 12/31/2024
$235.00 $235.00 $235.00 1/1/2020 12/31/2020
$243.23 $243.23 $243.23 1/1/2021 12/31/2021
$251.74 $251.74 $251.74 1/1/2022 12/31/2022
$260.55 $260.55 $260.55 1/1/2023 12/31/2023
$269.67 $269.67 $269.67 1/1/2024 12/31/2024
$210.00 $210.00 $210.00 1/1/2020 12/31/2020
$217.35 $217.35 $217.35 1/1/2021 12/31/2021
$224.96 $224.96 $224.96 1/1/2022 12/31/2022
$232.83 $232.83 $232.83 1/1/2023 12/31/2023
$240.98 $240.98 $240.98 1/1/2024 12/31/2024
$185.00 $185.00 $185.00 1/1/2020 12/31/2020
$191.48 $191.48 $191.48 1/1/2021 12/31/2021
$198.18 $198.18 $198.18 1/1/2022 12/31/2022
$205.11 $205.11 $205.11 1/1/2023 12/31/2023
$212.29 $212.29 $212.29 1/1/2024 12/31/2024
$165.00 $165.00 $165.00 1/1/2020 12/31/2020
$170.78 $170.78 $170.78 1/1/2021 12/31/2021
$176.75 $176.75 $176.75 1/1/2022 12/31/2022
$182.94 $182.94 $182.94 1/1/2023 12/31/2023
$189.34 $189.34 $189.34 1/1/2024 12/31/2024
$145.00 $145.00 $145.00 1/1/2020 12/31/2020
$150.08 $150.08 $150.08 1/1/2021 12/31/2021
$155.33 $155.33 $155.33 1/1/2022 12/31/2022
$160.76 $160.76 $160.76 1/1/2023 12/31/2023
$166.39 $166.39 $166.39 1/1/2024 12/31/2024Exempt/Hourly Exempt/Hourly
To Be Determined

ENGINEER III
(Formerly Engineer, Range A)
(Formerly Senior Engineer, Range A)
Exempt/Hourly
To Be Determined

ENGINEER IV
(Formerly Engineer, Range C and B)

ENGINEER VI
(Formerly Senior Engineer, Range B)
Exempt/Hourly
To Be Determined

ENGINEER V
To Be Determined

ENGINEER VII
(Formerly Senior Engineer, Range C)
Exempt/Hourly
To Be Determined
Exempt/Hourly
To Be Determined

ENGINEER VIII
(Formerly Senior Engineer, Range D)
Exempt/Hourly
Exempt/Hourly
To Be Determined

ENGINEER IX
(Formerly Associate Principal Engineer)
To Be Determined

PRINCIPAL
(Formerly Principal Engineer)
Name/Job Title/Classification1 Hourly Billing Rates2 Effective date of hourly rate

BILLING INFORMATION
Billing Rates
EXHIBIT B-1
DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 197
Billing Rates
$130.00 $130.00 $130.00 1/1/2020 12/31/2020
$134.55 $134.55 $134.55 1/1/2021 12/31/2021
$139.26 $139.26 $139.26 1/1/2022 12/31/2022
$144.13 $144.13 $144.13 1/1/2023 12/31/2023
$149.18 $149.18 $149.18 1/1/2024 12/31/2024
$115.00 $115.00 $115.00 1/1/2020 12/31/2020
$119.03 $119.03 $119.03 1/1/2021 12/31/2021
$123.19 $123.19 $123.19 1/1/2022 12/31/2022
$127.50 $127.50 $127.50 1/1/2023 12/31/2023
$131.97 $131.97 $131.97 1/1/2024 12/31/2024
$155.00 $155.00 $155.00 1/1/2020 12/31/2020
$160.43 $160.43 $160.43 1/1/2021 12/31/2021
$166.04 $166.04 $166.04 1/1/2022 12/31/2022
$171.85 $171.85 $171.85 1/1/2023 12/31/2023
$177.87 $177.87 $177.87 1/1/2024 12/31/2024
$135.00 $135.00 $135.00 1/1/2020 12/31/2020
$139.73 $139.73 $139.73 1/1/2021 12/31/2021
$144.62 $144.62 $144.62 1/1/2022 12/31/2022
$149.68 $149.68 $149.68 1/1/2023 12/31/2023
$154.92 $154.92 $154.92 1/1/2024 12/31/2024
$125.00 $125.00 $125.00 1/1/2020 12/31/2020
$129.38 $129.38 $129.38 1/1/2021 12/31/2021
$133.90 $133.90 $133.90 1/1/2022 12/31/2022
$138.59 $138.59 $138.59 1/1/2023 12/31/2023
$143.44 $143.44 $143.44 1/1/2024 12/31/2024
$110.00 $110.00 $110.00 1/1/2020 12/31/2020
$113.85 $113.85 $113.85 1/1/2021 12/31/2021
$117.83 $117.83 $117.83 1/1/2022 12/31/2022
$121.96 $121.96 $121.96 1/1/2023 12/31/2023
$126.23 $126.23 $126.23 1/1/2024 12/31/2024
$95.00 $95.00 $95.00 1/1/2020 12/31/2020
$98.33 $98.33 $98.33 1/1/2021 12/31/2021
$101.77 $101.77 $101.77 1/1/2022 12/31/2022
$105.33 $105.33 $105.33 1/1/2023 12/31/2023
$109.01 $109.01 $109.01 1/1/2024 12/31/2024
$80.00 $80.00 $80.00 1/1/2020 12/31/2020
$82.80 $82.80 $82.80 1/1/2021 12/31/2021
$85.70 $85.70 $85.70 1/1/2022 12/31/2022
$88.70 $88.70 $88.70 1/1/2023 12/31/2023
$91.80 $91.80 $91.80 1/1/2024 12/31/2024
$170.00 $170.00 $170.00 1/1/2020 12/31/2020
$175.95 $175.95 $175.95 1/1/2021 12/31/2021
$182.11 $182.11 $182.11 1/1/2022 12/31/2022
$188.48 $188.48 $188.48 1/1/2023 12/31/2023
$195.08 $195.08 $195.08 1/1/2024 12/31/2024

CADD TECHNICIAN V
(Formerly CAD Manager)
Non-Exempt/Hourly
To Be Determined

TECHNICAL I
(Formerly Intern)
Non-Exempt/Hourly
To Be Determined
Exempt/Hourly
To Be Determined

TECHNICAL II
(No Former Classification Equivalent)
Non-Exempt/Hourly
Non-Exempt/Hourly
To Be Determined

TECHNICAL III
(No Former Classification Equivalent)
(No Former Classification Equivalent)
Exempt/Hourly
To Be Determined

TECHNICAL IV
(No Former Classification Equivalent)

TECHNICAL VI
(No Former Classification Equivalent)
Exempt/Hourly
To Be Determined

TECHNICAL V
To Be Determined

ENGINEER I
(Formerly Assistant Engineer, Range A)
Exempt/Hourly
To Be Determined
To Be Determined

ENGINEER II
(Formerly Assistant Engineer, Range B)
Exempt/Hourly
EXHIBIT B-1
DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 198
Billing Rates
$140.00 $140.00 $140.00 1/1/2020 12/31/2020
$144.90 $144.90 $144.90 1/1/2021 12/31/2021
$149.97 $149.97 $149.97 1/1/2022 12/31/2022
$155.22 $155.22 $155.22 1/1/2023 12/31/2023
$160.65 $160.65 $160.65 1/1/2024 12/31/2024
$120.00 $120.00 $120.00 1/1/2020 12/31/2020
$124.20 $124.20 $124.20 1/1/2021 12/31/2021
$128.55 $128.55 $128.55 1/1/2022 12/31/2022
$133.05 $133.05 $133.05 1/1/2023 12/31/2023
$137.70 $137.70 $137.70 1/1/2024 12/31/2024
$100.00 $100.00 $100.00 1/1/2020 12/31/2020
$103.50 $103.50 $103.50 1/1/2021 12/31/2021
$107.12 $107.12 $107.12 1/1/2022 12/31/2022
$110.87 $110.87 $110.87 1/1/2023 12/31/2023
$114.75 $114.75 $114.75 1/1/2024 12/31/2024
$80.00 $80.00 $80.00 1/1/2020 12/31/2020
$82.80 $82.80 $82.80 1/1/2021 12/31/2021
$85.70 $85.70 $85.70 1/1/2022 12/31/2022
$88.70 $88.70 $88.70 1/1/2023 12/31/2023
$91.80 $91.80 $91.80 1/1/2024 12/31/2024
$200.00 $200.00 $200.00 1/1/2020 12/31/2020
$207.00 $207.00 $207.00 1/1/2021 12/31/2021
$214.25 $214.25 $214.25 1/1/2022 12/31/2022
$221.74 $221.74 $221.74 1/1/2023 12/31/2023
$229.50 $229.50 $229.50 1/1/2024 12/31/2024
$180.00 $180.00 $180.00 1/1/2020 12/31/2020
$186.30 $186.30 $186.30 1/1/2021 12/31/2021
$192.82 $192.82 $192.82 1/1/2022 12/31/2022
$199.57 $199.57 $199.57 1/1/2023 12/31/2023
$206.55 $206.55 $206.55 1/1/2024 12/31/2024
$160.00 $160.00 $160.00 1/1/2020 12/31/2020
$165.60 $165.60 $165.60 1/1/2021 12/31/2021
$171.40 $171.40 $171.40 1/1/2022 12/31/2022
$177.39 $177.39 $177.39 1/1/2023 12/31/2023
$183.60 $183.60 $183.60 1/1/2024 12/31/2024
$145.00 $145.00 $145.00 1/1/2020 12/31/2020
$150.08 $150.08 $150.08 1/1/2021 12/31/2021
$155.33 $155.33 $155.33 1/1/2022 12/31/2022
$160.76 $160.76 $160.76 1/1/2023 12/31/2023
$166.39 $166.39 $166.39 1/1/2024 12/31/2024
$125.00 $125.00 $125.00 1/1/2020 12/31/2020
$129.38 $129.38 $129.38 1/1/2021 12/31/2021
$133.90 $133.90 $133.90 1/1/2022 12/31/2022
$138.59 $138.59 $138.59 1/1/2023 12/31/2023
$143.44 $143.44 $143.44 1/1/2024 12/31/2024Exempt/Hourly Exempt/Hourly
To Be Determined

DESIGNER II
(No Former Classification Equivalent)
(No Former Classification Equivalent)
Exempt/Hourly
To Be Determined

DESIGNER III
(Formerly Senior Designer)

DESIGNER V
(No Former Classification Equivalent)
Exempt/Hourly
To Be Determined

DESIGNER IV
To Be Determined

DESIGNER VI
(No Former Classification Equivalent)
Exempt/Hourly
To Be Determined
Non-Exempt/Hourly
To Be Determined

CADD TECHNICIAN I
(Formerly CAD Draftsperson)
Non-Exempt/Hourly
Non-Exempt/Hourly
To Be Determined

CADD TECHNICIAN II
(Formerly CAD Draftsperson)
(Formerly CAD Draftsperson, Senior)
Non-Exempt/Hourly
To Be Determined

CADD TECHNICIAN III
(Formerly CAD Draftsperson)
To Be Determined

CADD TECHNICIAN IV
EXHIBIT B-1
DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 199
Billing Rates
$105.00 $105.00 $105.00 1/1/2020 12/31/2020
$108.68 $108.68 $108.68 1/1/2021 12/31/2021
$112.48 $112.48 $112.48 1/1/2022 12/31/2022
$116.42 $116.42 $116.42 1/1/2023 12/31/2023
$120.49 $120.49 $120.49 1/1/2024 12/31/2024
$240.00 $240.00 $240.00 1/1/2020 12/31/2020
$248.40 $248.40 $248.40 1/1/2021 12/31/2021
$257.09 $257.09 $257.09 1/1/2022 12/31/2022
$266.09 $266.09 $266.09 1/1/2023 12/31/2023
$275.41 $275.41 $275.41 1/1/2024 12/31/2024
$225.00 $225.00 $225.00 1/1/2020 12/31/2020
$232.88 $232.88 $232.88 1/1/2021 12/31/2021
$241.03 $241.03 $241.03 1/1/2022 12/31/2022
$249.46 $249.46 $249.46 1/1/2023 12/31/2023
$258.19 $258.19 $258.19 1/1/2024 12/31/2024
$205.00 $205.00 $205.00 1/1/2020 12/31/2020
$212.18 $212.18 $212.18 1/1/2021 12/31/2021
$219.60 $219.60 $219.60 1/1/2022 12/31/2022
$227.29 $227.29 $227.29 1/1/2023 12/31/2023
$235.24 $235.24 $235.24 1/1/2024 12/31/2024
$185.00 $185.00 $185.00 1/1/2020 12/31/2020
$191.48 $191.48 $191.48 1/1/2021 12/31/2021
$198.18 $198.18 $198.18 1/1/2022 12/31/2022
$205.11 $205.11 $205.11 1/1/2023 12/31/2023
$212.29 $212.29 $212.29 1/1/2024 12/31/2024
$170.00 $170.00 $170.00 1/1/2020 12/31/2020
$175.95 $175.95 $175.95 1/1/2021 12/31/2021
$182.11 $182.11 $182.11 1/1/2022 12/31/2022
$188.48 $188.48 $188.48 1/1/2023 12/31/2023
$195.08 $195.08 $195.08 1/1/2024 12/31/2024
$155.00 $155.00 $155.00 1/1/2020 12/31/2020
$160.43 $160.43 $160.43 1/1/2021 12/31/2021
$166.04 $166.04 $166.04 1/1/2022 12/31/2022
$171.85 $171.85 $171.85 1/1/2023 12/31/2023
$177.87 $177.87 $177.87 1/1/2024 12/31/2024
$135.00 $135.00 $135.00 1/1/2020 12/31/2020
$139.73 $139.73 $139.73 1/1/2021 12/31/2021
$144.62 $144.62 $144.62 1/1/2022 12/31/2022
$149.68 $149.68 $149.68 1/1/2023 12/31/2023
$154.92 $154.92 $154.92 1/1/2024 12/31/2024
$115.00 $115.00 $115.00 1/1/2020 12/31/2020
$119.03 $119.03 $119.03 1/1/2021 12/31/2021
$123.19 $123.19 $123.19 1/1/2022 12/31/2022
$127.50 $127.50 $127.50 1/1/2023 12/31/2023
$131.97 $131.97 $131.97 1/1/2024 12/31/2024

PROFESSIONAL II
(No Former Classification Equivalent)
Exempt/Hourly
To Be Determined

PROFESSIONAL III
(Formerly Public Relations Manager)
(Formerly Project Coordinator)
Exempt/Hourly
To Be Determined
Exempt/Hourly
To Be Determined

PROFESSIONAL IV
(No Former Classification Equivalent)
Exempt/Hourly
Exempt/Hourly
To Be Determined

PROFESSIONAL V
(No Former Classification Equivalent)
(Formerly Environmental Service Manager)
Exempt/Hourly
To Be Determined

PROFESSIONAL VI
(Formerly Environmental Planner, Senior)

PROFESSIONAL VIII
(No Former Classification Equivalent)
Exempt/Hourly
To Be Determined

PROFESSIONAL VII
To Be Determined

PROFESSIONAL IX
(No Former Classification Equivalent)
Exempt/Hourly
To Be Determined
To Be Determined

DESIGNER I
(No Former Classification Equivalent)
Exempt/Hourly
EXHIBIT B-1
DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 200
Billing Rates
$95.00 $95.00 $95.00 1/1/2020 12/31/2020
$98.33 $98.33 $98.33 1/1/2021 12/31/2021
$101.77 $101.77 $101.77 1/1/2022 12/31/2022
$105.33 $105.33 $105.33 1/1/2023 12/31/2023
$109.01 $109.01 $109.01 1/1/2024 12/31/2024
$280.00 $280.00 $280.00 1/1/2020 12/31/2020
$289.80 $289.80 $289.80 1/1/2021 12/31/2021
$299.94 $299.94 $299.94 1/1/2022 12/31/2022
$310.44 $310.44 $310.44 1/1/2023 12/31/2023
$321.31 $321.31 $321.31 1/1/2024 12/31/2024
$255.00 $255.00 $255.00 1/1/2020 12/31/2020
$263.93 $263.93 $263.93 1/1/2021 12/31/2021
$273.16 $273.16 $273.16 1/1/2022 12/31/2022
$282.72 $282.72 $282.72 1/1/2023 12/31/2023
$292.62 $292.62 $292.62 1/1/2024 12/31/2024
$220.00 $220.00 $220.00 1/1/2020 12/31/2020
$227.70 $227.70 $227.70 1/1/2021 12/31/2021
$235.67 $235.67 $235.67 1/1/2022 12/31/2022
$243.92 $243.92 $243.92 1/1/2023 12/31/2023
$252.46 $252.46 $252.46 1/1/2024 12/31/2024
$195.00 $195.00 $195.00 1/1/2020 12/31/2020
$201.83 $201.83 $201.83 1/1/2021 12/31/2021
$208.89 $208.89 $208.89 1/1/2022 12/31/2022
$216.20 $216.20 $216.20 1/1/2023 12/31/2023
$223.77 $223.77 $223.77 1/1/2024 12/31/2024
$175.00 $175.00 $175.00 1/1/2020 12/31/2020
$181.13 $181.13 $181.13 1/1/2021 12/31/2021
$187.46 $187.46 $187.46 1/1/2022 12/31/2022
$194.03 $194.03 $194.03 1/1/2023 12/31/2023
$200.82 $200.82 $200.82 1/1/2024 12/31/2024
$155.00 $155.00 $155.00 1/1/2020 12/31/2020
$160.43 $160.43 $160.43 1/1/2021 12/31/2021
$166.04 $166.04 $166.04 1/1/2022 12/31/2022
$171.85 $171.85 $171.85 1/1/2023 12/31/2023
$177.87 $177.87 $177.87 1/1/2024 12/31/2024
$130.00 $130.00 $130.00 1/1/2020 12/31/2020
$134.55 $134.55 $134.55 1/1/2021 12/31/2021
$139.26 $139.26 $139.26 1/1/2022 12/31/2022
$144.13 $144.13 $144.13 1/1/2023 12/31/2023
$149.18 $149.18 $149.18 1/1/2024 12/31/2024
$200.00 $239.07 $278.14 1/1/2020 12/31/2020
$207.00 $247.44 $287.87 1/1/2021 12/31/2021
$214.25 $256.10 $297.95 1/1/2022 12/31/2022
$221.74 $265.06 $308.38 1/1/2023 12/31/2023
$229.50 $274.34 $319.17 1/1/2024 12/31/2024Exempt/Hourly (No Former Classification Equivalent)
Exempt/Hourly
To Be Determined
INSPECTOR VII **
(Field Rate)
(No Former Classification Equivalent)
(Field Rate)
(No Former Classification Equivalent)
Exempt/Hourly
To Be Determined

CONSTRUCTION PROFESSIONAL I
(Field Rate)

CONSTRUCTION PROFESSIONAL III
(Field Rate)
(Formerly Assistant Resident Engineer)
Non-Exempt/Hourly
To Be Determined

CONSTRUCTION PROFESSIONAL II
To Be Determined

CONSTRUCTION PROFESSIONAL IV
(Field Rate)
(No Former Classification Equivalent)
Non-Exempt/Hourly
To Be Determined
Non-Exempt/Hourly
To Be Determined

CONSTRUCTION PROFESSIONAL V
(Field Rate)
(Formerly Resident Engineer)
Non-Exempt/Hourly
(Formerly Construction Manager)
Non-Exempt/Hourly
To Be Determined

CONSTRUCTION PROFESSIONAL VI
(Field Rate)
(Formerly Senior Resident Engineer)
(Formerly Environmental Planner)
(Formerly Assistant Environmental Planner)
Non-Exempt/Hourly
To Be Determined

CONSTRUCTION PROFESSIONAL VII
(Field Rate)
To Be Determined

PROFESSIONAL I
EXHIBIT B-1
DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 201
Billing Rates
$180.00 $215.16 $250.33 1/1/2020 12/31/2020
$186.30 $222.69 $259.09 1/1/2021 12/31/2021
$192.82 $230.49 $268.15 1/1/2022 12/31/2022
$199.57 $238.55 $277.54 1/1/2023 12/31/2023
$206.55 $246.90 $287.25 1/1/2024 12/31/2024
$165.00 $197.23 $229.46 1/1/2020 12/31/2020
$170.78 $204.14 $237.50 1/1/2021 12/31/2021
$176.75 $211.28 $245.81 1/1/2022 12/31/2022
$182.94 $218.68 $254.41 1/1/2023 12/31/2023
$189.34 $226.33 $263.32 1/1/2024 12/31/2024
$150.00 $179.30 $208.60 1/1/2020 12/31/2020
$155.25 $185.58 $215.91 1/1/2021 12/31/2021
$160.68 $192.07 $223.46 1/1/2022 12/31/2022
$166.31 $198.80 $231.28 1/1/2023 12/31/2023
$172.13 $205.75 $239.38 1/1/2024 12/31/2024
$130.00 $155.40 $180.79 1/1/2020 12/31/2020
$134.55 $160.83 $187.12 1/1/2021 12/31/2021
$139.26 $166.46 $193.67 1/1/2022 12/31/2022
$144.13 $172.29 $200.45 1/1/2023 12/31/2023
$149.18 $178.32 $207.46 1/1/2024 12/31/2024
$110.00 $131.49 $152.98 1/1/2020 12/31/2020
$113.85 $136.09 $158.33 1/1/2021 12/31/2021
$117.83 $140.85 $163.87 1/1/2022 12/31/2022
$121.96 $145.78 $169.61 1/1/2023 12/31/2023
$126.23 $150.89 $175.54 1/1/2024 12/31/2024
$90.00 $107.58 $125.16 1/1/2020 12/31/2020
$93.15 $111.35 $129.54 1/1/2021 12/31/2021
$96.41 $115.24 $134.08 1/1/2022 12/31/2022
$99.78 $119.28 $138.77 1/1/2023 12/31/2023
$103.28 $123.45 $143.63 1/1/2024 12/31/2024
$165.00 $165.00 $165.00 1/1/2020 12/31/2020
$170.78 $170.78 $170.78 1/1/2021 12/31/2021
$176.75 $176.75 $176.75 1/1/2022 12/31/2022
$182.94 $182.94 $182.94 1/1/2023 12/31/2023
$189.34 $189.34 $189.34 1/1/2024 12/31/2024
$150.00 $150.00 $150.00 1/1/2020 12/31/2020
$155.25 $155.25 $155.25 1/1/2021 12/31/2021
$160.68 $160.68 $160.68 1/1/2022 12/31/2022
$166.31 $166.31 $166.31 1/1/2023 12/31/2023
$172.13 $172.13 $172.13 1/1/2024 12/31/2024
$125.00 $125.00 $125.00 1/1/2020 12/31/2020
$129.38 $129.38 $129.38 1/1/2021 12/31/2021
$133.90 $133.90 $133.90 1/1/2022 12/31/2022
$138.59 $138.59 $138.59 1/1/2023 12/31/2023
$143.44 $143.44 $143.44 1/1/2024 12/31/2024

ADMIN PROFESSIONAL III
(Formerly Office Engineer)
Non-Exempt/Hourly
To Be Determined

ADMIN PROFESSIONAL IV
(Formerly Administration Manager)
(Formerly Marketing Manager)
Non-Exempt/Hourly
To Be Determined
Non-Exempt/Hourly
To Be Determined

ADMIN PROFESSIONAL V
(No Former Classification Equivalent)
Exempt/Hourly
(No Former Classification Equivalent)
Non-Exempt/Hourly
To Be Determined
INSPECTOR I **
(Field Rate)
(No Former Classification Equivalent)
(Field Rate)
(Formerly Construction Inspector Trainee)
Exempt/Hourly
To Be Determined
INSPECTOR II **
(Field Rate)
INSPECTOR IV **
(Field Rate)
(Formerly Assistant Construction Inspector)
Non-Exempt/Hourly
To Be Determined
INSPECTOR III **
To Be Determined
INSPECTOR V **
(Field Rate)
(Formerly Construction Inspector)
Non-Exempt/Hourly
To Be Determined
To Be Determined
INSPECTOR VI **
(Field Rate)
(Formerly Senior Construction Inspector)
Non-Exempt/Hourly
EXHIBIT B-1
DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 202
Billing Rates
$100.00 $100.00 $100.00 1/1/2020 12/31/2020
$103.50 $103.50 $103.50 1/1/2021 12/31/2021
$107.12 $107.12 $107.12 1/1/2022 12/31/2022
$110.87 $110.87 $110.87 1/1/2023 12/31/2023
$114.75 $114.75 $114.75 1/1/2024 12/31/2024
$85.00 $85.00 $85.00 1/1/2020 12/31/2020
$87.98 $87.98 $87.98 1/1/2021 12/31/2021
$91.05 $91.05 $91.05 1/1/2022 12/31/2022
$94.24 $94.24 $94.24 1/1/2023 12/31/2023
$97.54 $97.54 $97.54 1/1/2024 12/31/2024
NOTES:
11/3/2020
Date
Non-Exempt/Hourly
All employees subject to prevailing wage denoted with two asterisks (**) Dennis M. Haglan, P.E.
(Formerly Administrative Assistant)
Non-Exempt/Hourly
To Be Determined

ADMIN ASSISTANT I
(No Former Classification Equivalent)
To Be Determined

ADMIN ASSISTANT II
EXHIBIT B-1
DocuSign Envelope ID: 8EB3D7F7-4B7C-480C-BF67-D028B29A95C8 DocuSign Envelope ID: CE296924-9D56-4C7A-A850-D2EE84953B94 DocuSign Envelope ID: 36AC7E84-C666-4206-8E7D-E23F7035BA0D 203
City of Goleta
Amendment No. 2 to Agreement No. 2019-023

Page 1 of 42 ends

AMENDMENT NO. 2

TO A PROFESSIONAL SERVICES AGREEMENT

BETWEEN THE CITY OF GOLETA
AND

DEWBERRY
ENGINEERS, INC.

This Amendment No. 2 to the Professional Design Services Agreement by and between the City of Goleta , a municipal corporation (“City”) and DEWBERRY ENGINEERS, INC., a New York Corporation (“Consultant”) dated March 5, 2019 (“Agreement,” Agreement No. 2019-023) is made on this 20th day of June 2023.

SECTION A. RECITALS

1. This Agreement is for the professio nal design engineering, permitting, and right of way services in conjunction with th e San Jose Creek Bike Path (Northern and Southern Segments) Project; and

2. This Agreement has been amended to provide additional design, environmental and permitting, right of way services.

3. The Agreement currently provides in Section 3 Subsection (a) for the total compensation amount not to exceed $2,435,908; and

4. The parties desire to amend the Agreement so as to provide for additional compensation in the amount of $1,800,000 for additional tasks; and

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

6. The parties desire to amend the Agreement so as to extend the termination of the Agreement to June 30, 2025; and

7. The Agreement currently provides in Exhibit A-1 entitled “Scope of Work” the complete and particular description of services; and

8. The parties desire to amend Exhibit A-1 by adding additional services as more completely and particularly set forth in the Scope of Work, attached as Exhibit A-2; and

9. The Agreement currently provides in Exhibit B-1 entitled “Schedule of Fees“ the hourly rates; and

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10.The parties desire to amend Exhibit B -1 of the Agreement to identify the new hourly rates, attached as “Exhibit B-2”; and

11.The
City Council approved this Amendment No. 2, on this 20th day of June 2023.

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 $1,800,000 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 EXCEEDthe sum of $4,235,908 (herein "not-to-exceed amount") and shall be earned as the work progresses.

Hourly at the hourly rates and with reimbursement to CONSULTANT for those expenses set forth in CONSULTANT's Schedule of Fees marked Exhibit "B-2," attached and incorporated herein. The rates and expenses set forth in that exhibit shall be binding upon CONSULTANT until June 30, 2025, 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

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

The term of this Agreement is from the date first written above to June 30, 2025, unless the term of this Agreement is ext ended 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 delete and replace in its entirety:

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Exhibit A-1 “Scope of Work” with Exhibit A-2 “Scope of Work”attached hereto and incorporated herein.

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

Exhibit B-1 “Schedule of Fees” with Exhibit B-2 “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.

In concurrence and witness whereof, this Amendment No. 9 has been executed by the parties effective on the date and year first above written.

CITY OF GOLETA CONSULTANT
____________________________ ______________________________ Robert Nisbet, City Manager Dennis Haglan
Senior Vice President
ATTEST:
_____________________________ ______________________________ Deborah Lopez, City Clerk Matt Satow
Vice President
APPROVED AS TO FORM:

MEGAN GARIBALDI, CITY ATTORNEY
_____________________________
6FRWW6KDSVHV'HSXW\City Attorney

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Exhibit A-2
Scope of Work
Dewberry Engineering
9006 – San Jose Creek Northern and Southern Segments Project

• Task 1: Project Management
• Task 1.1: Meetings and Coordination (Southern and Northern Segments) CONSULTANT shall organize, attend, and facilitate meetings to provide progress updates, coordinate between technical disciplines, and facilitate overall project communication. CONSULTANT shall provide meeting notices, prepare meeting materials and agenda, attend and facilitate the meeting and prepare meeting notes.

CONSULTANT shall coordinate with the CITY’s project manager prior to meetings to receive input regarding the agenda. The following meetings are anticipated for this project:

• Kick off Meeting: At the start of the final design (PS&E), CONSULTANT shall organize a kickoff meeting with key personnel on the project. The purpose of this meeting will be to review the goals and objectives of the project, scope, budget, schedule, discuss team member’s roles and responsibilities, identify critical project issues and obtain consensus on design criteria, task durations, and review durations.

• Project Status Teleconferences: Regular conference calls will be held approximately every week (up to40 teleconferences) between the project design team and the CITY Project Manager. The purpose of these meetings is to communicate project team status and discuss project issues.

CONSULTANT shall facilitate these teleconferences by providing the conference calling site, agendas and meeting notes with action items.

• PDT Meetings: The project development team (PDT) meetings will serve as the primary forum for reviewing the status of the project and identifying and resolving project issues. CONSULTANT Project Manager in association with the CITY Project Manager will identify key agencies and personnel to be included in the core Project Development Team. Attendees will likely include CONSULTANT’s Project Manager and task leads as needed, City of Goleta, Santa Barbara County, Caltrans staff and other stakeholders. Throughout the anticipated duration of this project, CONSULTANT shall attend and facilitate up to twelve (6) PDT meetings. The meetings will be held at the City of Goleta offices or by teleconference.

CONSULTANT shall continue coordination with the Union Pacific Railroad (UPRR) and with the California State Public Utilities Commission (CPUC) to obtain approval of the multipurpose path improvements within UPRR right of way.

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CONSULTANT shall prepare correspondence and exhibits to communicate and coordinate proposed improvements with the Santa Barbara County and California Coastal Commission to assist the CITY in obtaining the Coastal Development Permit.

Included in this task is coordination with the City of Goleta, Caltrans District 5, Santa Barbara County, Union Pacific Railroad (UPRR and other stakeholders.

• Deliverables:
• Meeting notices, agendas, handouts, meeting notes, and action items • UPRR preliminary design documents
• Coastal Development Permit coordination documents

• Task 1.2: Project Administration (Southern and Northern Segments) CONSULTANT shall monitor and control the effort and progress of the proposed services as follows:

• Set Up Project Accounting System: CONSULTANT shall structure the accounting system in accordance with the CITY’s invoicing and tracking needs.

• Prepare Project Information Guide: CONSULTANT shall prepare a Project Information Guide for use by staff working on the project. The Project Information Guide will contain project instructions regarding aspects of the project. Topics to be covered include:

o Project background/purpose
o Organization chart/contact list
o Communication plan
o Scope/Schedule/Budget
o QA/QC Plan
o Project Filing System

• Monitor Progress and Review and Approve Invoices: CONSULTANT shall track the work progress of the proposed subconsultants and review their invoices for format and content compliance.

• Prepare Monthly Progress Reports and Client Invoices: CONSULTANT shall prepare Progress Reports to record the progress of the project and as supporting data for invoices presented monthly to the CITY. The Progress Report will include accomplished tasks for the month, anticipated progress for the next month, pending issues/resolutions and schedule completion target dates. CONSULTANT shall mail Progress Reports with the monthly invoices.

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• Prepare, Monitor and Adjust CPM Schedule: CONSULTANT shall, within two weeks of Notice to Proceed, provide a detailed project baseline schedule to the CITY for review and comment. The schedule will be prepared using Microsoft Project and will show contracted tasks/milestones with dependencies and durations, critical path tasks and responsibility assignments. Subsequent to establishing the baseline schedule, CONSULTANT shall update the schedule on a monthly basis, to coincide with the PDT meetings and/or monthly Progress Reports.

• Establish Project Administration Systems: CONSULTANT shall establish and implement a document/correspondence management and distribution system to share information in a timely manner amongst project team members. CONSULTANT shall develop and maintain a project document retention system that will be transferred to the CITY upon Project completion.

This system will catalogue and retain significant project correspondence and work products in their native format.

• Deliverables:
• Monthly Progress Report
• Project Schedule
• Project Information Guide
• Project Closeout Documentation – PHASE 2

• Task 1.3: Quality Control (Southern and Northern Segments) CONSULTANT shall develop a quality control plan for the project which includes a plan establishing a process to check design calculations independently. Prior to each submittal, exhibits, plans, specifications and estimates will be checked, corrected and backchecked for accuracy and completeness. CONSULTANT shall review environmental and engineering report submittals to complete the appropriate background information, study methodology, interpretation of data, format and content in accordance with current standards.

• Deliverable:
• Quality Control Plan

• Task 1.4: Caltrans Local Assistance, Funding and Programming Support (Southern and Northern Segments)
If federal funding is obtained for subsequent phases, CONSULTANT shall assist in the preparation of authorization packages, PS&E certification, Utility Certification, Right of Way certification, and other Caltrans compliance documents. This task will include coordination with Caltrans pertaining to the determination of appropriate federal forms and requests.

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• Deliverable:
• Request for Authorization for Right of Way, Utility Relocation and Construction. Right of Way, Utility, and PS&E Certification.

Task 1.5: Caltrans Coordination of Design Elements (Southern and Middle Extent) CONSULTANT shall coordinate with the Caltrans design team. A portion of the San Jose Creek Multipurpose Path plans specifications and estimate will be included in the US 101 Bridge Replacement project and may be included in the final SR 217 Over San Jose Creek Bridge Replacement Project. The design and details of the multipurpose path shall be provided to Caltrans to be included in the Bridge Replacement Projects..

Both Caltrans bridge replacement projects including associated elements of the City portions of the multipurpose path project will be advertised and administered by Caltrans. CONSULTANT shall exchange design files and details through the life of the project to accomplish this goal. CONSULTANT will hold a monthly conference call with Caltrans design teams to coordinate various elements of design.

Task 1.6: Encroachment Permit (Southern and Middle Extent) CONSULTANT shall prepare application and obtain encroachment permits from Caltrans to initiate construction activities for the project. It is assumed that encroachment permits from the local agencies will not be required. CONSULTANT shall assist in obtaining rights of entry from adjacent property owners.

Deliverable:
• Encroachment Permit Applications (One for SR 217 and one for US 101) – PHASE 2

Task 1.7: Railroad / CPUC Coordination (Middle Extent)
CONSULTANT shall continue coordination with the Union Pacific Railroad (UPRR) and with the California State Public Utilities Commission (CPUC) to obtain approval of the multipurpose path improvements within UPRR right of way.

• Task 2: Topographic Survey and Right of Way Engineering CONSULTANT shall be responsible for supplementing the existing mapping prepared in 2019. The project controls will be based upon Caltrans District 5 survey control monuments and work will be performed using Caltrans formats and standards.

• Task 2.1: Supplemental Survey
• Task 2.1.1: Supplemental Ground Surveys (Southern Segment) CONSULTANT shall provide field topographic mapping and invert details of the storm drain improvements located between the San Jose Creek channel and Highway 217 (Approximately 16 locations). The topographic mapping will be incorporated into the previous work performed for this project.

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• Task 2.1.1a: Supplemental Ground Surveys (Northern Segment) CONSULTANT shall provide field topographic mapping within the property known as APN 069Ǧ160-013. Limits of survey will extend 25 feet past the existing fence line. (Approximately 25 feet x 200 feet). The topographic mapping will be incorporated into the previous work performed for this project.

• Task 2.1.2: San Jose Creek Cross Sections (Southern Segment) CONSULTANT shall provide creek cross sections along San Jose Creek at 100 feet intervals and extend 20 feet past top of bank when feasible (20 cross section estimate).

Cross sections will start at the end of the recently built concrete channel and end at the confluence with San Pedro Creek (Approximately 2,000 LF).

• Task 2.1.3: Extended Aerial Limits (Southern Segment) CONSULTANT shall expand the aerial mapping at the southerly end of project adjacent to existing bridge and multipurpose path (150 feetx700 feet).

• Task 2.1.4: Project Datum Shift (Southern Segment)
CONSULTANT shall shift the horizontal datum of the project from NAD83, Epoch 1991.35 to NAD83, Epoch 2014.50. This scope of work does not include a vertical shift.

Survey files will be updated to adjusted datum.

• Task 2.2: Right of Way Engineering
• Task 2.2.1: Plats and Legals For Permanent Easement (Southern Segment) CONSULTANT shall prepare legal descriptions and exhibits for the proposed permanent easements required for the multipurpose path improvements (4 total estimate).

• Task 2.2.1a: Plats and Legals For Permanent Easement (Northern) CONSULTANT will prepare legal descriptions and exhibits for the proposed permanent easements required for the multipurpose path improvements (8 total estimate).

• Task 2.2.2: Plats and Legals For Temporary Construction Easement (Southern Segment)
CONSULTANT shall prepare legal descriptions and exhibits for the proposed temporary construction easements required for the multipurpose path improvements (4 total estimate).

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• Task 2.2.2a: Plats and Legals For Temporary Construction Easement (Northern Segment)
CONSULTANT will prepare legal descriptions and exhibits for the proposed temporary construction easements required for the multipurpose path improvements (8 total estimate).
•
• Task 2.2.3: Acquire Title Reports (Southern Segment)
CONSULTANT shall acquire title reports for the remaining parcels affected by the multipurpose path improvements (4 Total Estimate). Review/retrace remaining easements/encumbrances identified on the provided title reports for potential impacts on the multipurpose path improvements.

• Task 2.2.3a: Acquire Title Reports (Northern Segment) CONSULTANT shall acquire title reports for the remaining parcels affected by the multipurpose path improvements (8 Total Estimate). Review/retrace remaining easements/encumbrances identified on the provided title reports for potential impacts on the multipurpose path improvements.

• Deliverables:
• Plats and Legals for Permanent Easements - PDF

• Task 3: Engineering Studies
• Task 3.1: Hydrology/Hydraulic and Storm Water Studies

• Task 3.1.1: Hydraulic Modeling – Post-Project Conditions (Southern Segment)
CONSULTANT shall add (1) the San Jose Creek channel capacity and fish passage improvement project and (2) the Hollister Avenue Bridge replacement project to a copy of the existing conditions HECǦRAS model to create the postǦproject conditions model.

The postǦproject conditions floodway will also be developed.

A quality control review of the postǦproject HECǦRAS model will be performed, and review comments will be addressed and backchecked.

• Task 3.1.2: Floodplain Mapping – San Jose Creek and Old San Jose Creek (Southern Segment)
The 1% annual chance exceedance (100Ǧyear) floodplain limits shall be delineated and a floodplain work map shalll be developed. The floodplain work map, which will be

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certified by a registered professional engineer per FEMA regulations, will also include topographic contours, stream centerline, and effective FEMA floodplain limits.

Annotated DFIRM panels showing the revised floodplains and Base Flood Elevations (BFEs) will also be prepared.

• Deliverables:
• Floodplain work map and GIS floodplain layers
• Annotated FIRM panels

• Task 3.1.3: Letter of Map Revision (LOMR) Submittal (Southern Segment) CONSULTANT shall prepare a LOMR application package, which will include copies of the hydraulic model input and output, completed FEMA application (MTǦ2) forms, LOMR report, floodplain work map(s), CHECKǦRAS comments and responses (if applicable), and annotated DFIRM panel(s) showing the revised floodplains.

The LOMR submittal includes a floodwall, which has series of specific requirements to be accredited by FEMA as providing flood protection. The FEMA MTǦ2 form for levees/floodwalls will be completed and the computed freeboard along the floodwall will be confirmed to meet FEMA requirements.

• Deliverables:
• LOMR application package

• Task 3.1.4: LOMR Application – Meetings and Agency Follow-up (Southern Segment)
CONSULTANT shall participate in up to three (3) conference calls and coordinate with the CITY regarding the LOMR, including addressing written comments on the submittal.

The LOMR will also impact small portions of unincorporated Santa Barbara County and the City of Santa Barbara. Coordination will be required to obtain LOMR approval from these communities.

FEMA’s Online LOMC website will be used to electronically submit the LOMR application to FEMA after it has been approved by the CITY. CONSULTANT shall respond to FEMA comments on the LOMR application.

Public notice and/or individual property owner notification may be required by FEMA. A template will be prepared for the public notice and/or notification letter to be sent out by the community. A list of affected parcels will also be prepared.

• Deliverables:

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• List of affected parcels and a te mplate for the public notice and/or notification letter

• Task 3.1.5: No-Rise Analysis: San Jose Creek Multipurpose Path (Southern Segment)
Using the model developed in previous tasks, a FEMA NoǦRise analysis will be performed to confirm that the proposed multipurpose path project does not cause an increase in San Jose Creek floodway elevations. If the no-rise condition is met, a noǦ rise certification will be prepared. Review comments on the no-rise analysis by the CITY will be addressed (note: The NoǦRise analysis is reviewed by the community only and does not go to FEMA).

• Deliverables:
• No-rise analysis and certification

• Task 3.1.6: No-Rise Analysis: San Jose Creek Multipurpose Path (Northern Segment)
Using the model developed in previous tasks, a FEMA NoǦRise analysis will be performed to confirm that the proposed multipurpose path project does not cause an increase in San Jose Creek floodway elevations. If the No-Rise condition is met, a NoǦ Rise certification will be prepared. Review comments on the no-rise analysis by the CITY will be addressed (note: The NoǦRise analysis is reviewed by the community only and does not go to FEMA).

If the NoǦRise condition cannot be met, FEMA regulations require a Conditional Letter of Map Revision (CLOMR) to be processed before construction begins as well as a LOMR following construction. The CLOMR/LOMR submittals for the multipurpose path are included in this proposal as Optional Services.

• Deliverables:
• No-Rise analysis and certification

• Task 3.1.7.: Hydraulic Technical Memorandum for Hollister Avenue Bridge (Southern Segment)
CONSULTANT shall provide a Technical Memorandum summarizing the updated existing and proposed conditions hydraulics for the replacement of the Hollister Avenue Bridge.

• Deliverables:
• Technical Memorandum

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• Task 3.1.8: San Jose Creek Multipurpose Path LHS/SFER (Northern Segment)
CONSULTANT shall complete the Location Hydraulic Study (LHS) and Summary Floodplain Encroachment Report (SFER) forms and a separate corresponding summary report for both the Northern Segment and Southern Segment San Jose Creek multipurpose path projects.

• Deliverables:
• SFER Report for the Northern Segm ent multipurpose path with forms in the appendices
• LHS/SFER Report for the Southern Segment multipurpose path with forms in the appendices

• Task 3.1.9: CLOMR Submittal: San Jose Creek Multipurpose Path (Northern Segment) - OPTIONAL
CONSULTANT shall prepare a CLOMR application package for the San Jose Creek multipurpose path, Northern Segment, which will include copies of the hydraulic model input and output, completed FEMA application forms, CLOMR report, floodplain work map(s), CHECKǦRAS comments and responses (if applicable), and annotated DFIRM panel(s) showing the revised floodplains.

• Deliverables:
• CLOMR application package

• Task 3.1.10: CLOMR Follow-up: San Jose Creek Multipurpose Path (Northern Segment) - OPTIONAL
CONSULTANT shall participate in up to three conference calls and coordinate with the CITY regarding the CLOMR, including addressing written comments on the submittal.

• Deliverables:
• List of affected parcels and a te mplate for the public notice and/or notification letter

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• Task 3.1.11: LOMR Submittal: San Jose Creek Multipurpose Path (Northern Segment) - OPTIONAL - TBD
The proposed conditions modeling and mapping shall be revised, to reflect asǦbuilt conditions. CONSULTANT shall prepare a LOMR application package for the San Jose Creek multipurpose path, Northern Segment. The LOMR package will include copies of the hydraulic model input and output, completed FEMA application forms, LOMR report, floodplain work map(s), and annotated DFIRM panel(s) showing the revised floodplains.

• Deliverables:
• LOMR application package

• Task 3.1.12: LOMR Follow-up: San Jose Creek Multipurpose Path (Northern Segment) - OPTIONAL - TBD
CONSULTANT shall coordinate with the CITY regarding the LOMR, including addressing written comments on the submittal. FEMA’s Online LOMC website will be used to electronically submit the LOMR application to FEMA after it has been approved by the CITY. CONSULTANT and will respond to FEMA comments on the LOMR application.

• Deliverables:
• List of affected parcels and a te mplate for the public notice and/or notification letter

• Task 3.2: Scour and Bank Protection Analysis and Memorandum (Southern and Northern Segments)
CONSULTANT shall complete calculations to determine the need for bank protection. If bank protection is required, parameters will be provided according to the FHWA publication HEC-23.

• Deliverables:
• Technical Memorandum documenting rock riprap locations.

• Task 3.3: Drainage Report (Southern and Northern Segments) CONSULTANT shall review the available data and prepare design calculations to assess the capacity of the existing drainage systems. CONSULTANT shall prepare the

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Drainage Report, which will include calculations to assess the need for drainage improvements. The results and design recommendations will be summarized in the Drainage Report. The report is expected to include the following:

• Evaluation of the existing conditions, including:
o Evaluation of the existing conditions
o Unusual and special conditions
o Drainage mapping
o Proposed systems

CONSULTANT shall also conduct a field reconnaissance to assess the existing conditions in the vicinity of the Project site.

• Deliverables:
• Draft Drainage Report (PDF)
• Draft Final Drainage Report (PDF)
• Final Drainage Report (PDF and 3 hard copies)

• Task 3.4: Storm Water Data Report – Short Form (SWDR) (Southern Segment)
CONSULTANT shall prepare a Stormwater Data Report Short Form summarizing the Project impacts to water quality and recommended BMPs. CONSULTANT shall propose the permanent stormwater treatment BMPs. The report will be based on the PA&ED-level report and will be updated with the development of the PS&E.

CONSULTANT shall perform detailed calculations to complete the design and detail of treatment BMPs.

• Deliverables:
• Draft Stormwater Data Report (PDF)
• Draft Final Stormwater Data Report (PDF)
• Final Stormwater Data Report (PDF and 3 hard copies)

• Task 3.5: Geotechnical Engineering Study
Based upon finding during the PA&ED phase of this project, CONSULTANT proposes the following scope of services, which will generally include a field exploration, laboratory testing program, analyses, and report preparation. The proposed scope of work will include the following tasks:

• Task 3.5.1: Mobilization, Research and Data Collection (Southern and Northern Segments)

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Mobilization will include project set up, staff briefing, checking site accessibility, boring layout, clearance of utilities, and permitting. A preliminary map of proposed exploratory boring locations will be provided to the project team, prior to drilling. A field meeting will be arranged with the design team to confirm boring locations. Prior to the field meeting, CONSULTANT shall notify Underground Service Alert (USA) to arrange for marking of underground utilities within pertinent public rights-of-way and utility easements.

• Task 3.5.2: Field Exploration Activities & Subsurface Investigation (Southern and Northern Segments)
The proposed boring program for the Southern Segment will include five deep borings ranging 60 to 100 feet. Three (3) shallow borings to 5 feet for collection bulk soil samples for R-value testing. These explorations will provide an evaluation of subsurface soil conditions for the proposed improvements. The boring locations will depend upon the available access. It is anticipated using a truck mounted drill rig for borings. Due to the needed depths of borings, portable equipment may not be feasible.

Temporary traffic control is expected for the proposed borings on State Route 217 and South Kellogg Ave.

• Task 3.5.3: Laboratory Testing (Southern and Northern Segments) Laboratory tests shall be performed on selected soil samples to evaluate pertinent geotechnical engineering properties for design. Laboratory tests anticipated include moisture density, R-value, unconfined compression, gradation analyses, corrosion tests and Plasticity Index test.

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• Task 3.5.4: Engineering Analyses (Southern and Northern Segments) CONSULTANT shall perform engineering analyses and develop design recommendations for the retaining walls and the multipurpose path. This will be based on the field and laboratory data. The wall types are not finalized at this time, however, soldier pile and lagging, tie-back system or conventional cast-in-place walls could be considered.

• Task 3.5.5: ADL and Lead Base Paint Testing and Report (Southern and Northern Segments)
CONSULTANT shall prepare ADL and Lead base paint testing for the Southern Segment and document findings in a report.

CONSULTANT shall prepare ADL testing for the Northern Segment and document findings in a report.

• Deliverables:
• ADL and Lead Base Paint Testing Report for the Southern Segment • ADL Testing Report for the Northern Segment

• Task 3.5.6: Draft Geotechnical Report (Southern and Northern Segments) CONSULTANT shall prepare preliminary recommendations for the proposed pedestrian overcrossing foundations, retaining walls and pavement sections for the Southern Segment. Caltrans design guidelines will be referred to in the preparation of this report.

One report will be submitted combining the required geotechnical recommendations for project elements.

• Task 3.5.7: Final Geotechnical Report (Southern and Northern Segments) CONSULTANT shall prepare a final report including design recommendations for the pedestrian overcrossing foundations, retaining walls and pavement sections based on review comments and updates after the draft report preparation pertaining to the Southern Segment.

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• Deliverables:
• Draft Foundation Report (One for the Southern Segment and One for the Northern Segment) PDF
• Final Foundation Report (One for the Southern Segment and One for the Northern Segment) PDF

• Task 3.6: Traffic Management Plan (TMP) (Southern and Northern Segments)
CONSULTANT shall prepare a Traffic Management Plan for the project in accordance with Caltrans guidelines and CITY circulation requirements. CONSULTANT shall coordinate with CITY, Caltrans and UPRR. Prior to developing the TMP, an initial meeting will be set up with Caltrans, UPRR and local agencies to receive concurrence on special criteria. Lane closure charts will be coordinated and obtained from Caltrans Transportation Management Division.

• Deliverables:
• Administrative Draft TMP PDF
• Draft TMP PDF
• Response matrix to review comments
• Final TMP PDF
• UPRR preliminary design documents

• Task 4: Utility Coordination (Southern and Northern Segments) • Task 4.1: Conflict Mapping (Southern and Northern Segments) CONSULTANT shall prepare conflict mapping (“B” Plans) and a “B” Letter for CITY review. Conflict mapping will be sent to the utility company showing the individual company’s facilities, marked in its corresponding color, and showing the anticipated utility conflicts.

CONSULTANT shall work with the CITY to finalize utility agreements and certifications to satisfy federal funding requirements. This task includes reviewing relocation agreements for proper charges and fees and negotiating to correct advances, refunds and reimbursements. Final utility agreements will be included in the Right of Way Certification package.

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CONSULTANT shall coordinate and prepare utility certification documents.

• Task 4.2: Relocation Coordination (Southern and Middle Extent) CONSULTANT will work with the CITY to finalize utility agreements and certifications to satisfy federal funding requirements. This task includes reviewing relocation agreements for proper charges and fees and negotiating to correct advances, refunds and reimbursements. Final utility agreements will be included in the Right of Way Certification package.

CONSULTANT will work with the CITY and Caltrans to prepare and submit the Project Engineer’s Certification of Utility Facilities to satisfy Caltrans federal funding requirements. This task includes reviewing utility company designs. Utility design is to follow the State Policy on High and Low Priority Underground Facilities. Certification documents will be prepared per Appendix LL of the Caltrans Project Development Procedures Manual.

When the relocation plans are received, CONSULTANT will check the utility company relocation design against the latest project plans for conflicts. CONSULTANT will send Final Plans (“C” Plans) and Notice to Owner (Caltrans Exhibit 14-d in the Local Assistance Procedures Manual) directing each facility to initiate relocation construction.

CONSULTANT will coordinate and prepare utility certification documents.

• Deliverables:
• Utility Conflict Mapping
• Request for Relocation Plans Package (Utility Letter “B”) PDF • Final Plans (Utility Letter “C”) along with a Notice to Owner PDF • Right of Way Certification

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• Task 5: Right of Way Services
• Task 5.1: Right of Way Requirements Map (Southern and Northern Segments)
CONSULTANT shall prepare a map showing the right of way requirements for the project alignment. The right of way requirement map will provide enough detail to support the right of way acquisition activities and will define property acquisition/easement areas required for the project.

• Deliverables:
• Right of Way Requirements Map PDF

• Task 5.2: Property Owner Exhibits (Appraisal Maps) (Southern and Northern Segments)
After the required acquisitions and easements are established, CONSULTANT shall prepare an Appraisal Map to assist the right of way agent in obtaining appraisals for the affected properties. The appraisal map will describe the parcel, APN, and owner information, the area of right of way being acquired for both fee and easement acquisitions. Up to thirteen (13) property owner exhibits are included this scope of services, four (4) for the Southern Segment and nine (9) for the Northern Segment.

• Deliverables:
• Individual Property Owner Exhibits PDF

• Task 5.3: Appraisal Services (Northern and Southern Segments) CONSULTANT shall review title information pertaining to respective ownerships and will review drawings and other pertinent information relative to the parcel and prepare respective appraisals for this project. CONSULTANT shall inspect property personally with the owner (if possible) and document the inspection with photographs for use in the appraisal report. CONSULTANT shall prepare a narrative appraisal report that conforms to the Uniform Standards of Professional Appraisal Practice (USPAP) and the Code of Ethics of the Appraisal Institute and Caltrans Right of Way Manual. The appraisal study and report are intended to serve as an acquisition appraisal and will be prepared in a summary format consistent with the specifications for narrative appraisal reports.

• Deliverables:
• Appraisal Reports (For up to 10 parcels) – 2 for the Southern Segment and 8 for the Northern Segment - PDF

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• Task 5.4: Appraisal Review Services (Northern and Southern Segments) CONSULTANT shall review appraisals in conformance with USPAP. CONSULTANT shall conduct a review of the appropriateness of the methodology, the accuracy of the data and the application of the approaches to value used in the appraisal. Refer to the correct edition of the Uniform Standards of Professional Appraisal Practice (USPAP) and the Caltrans Right of Way Manual, as applicable. Provide report comments and interface with the real property appraiser regarding concerns and/or request report changes for report compliance. Proofread and check for mathematical correctness.

• Deliverables:
• Appraisal Reports Review (for up to 10 parcels) – 2 for the Southern Segment and 8 for the Northern Segment - PDF

• Task 5.5: Acquisition Services (Northern and Southern Segments) CONSULTANT shall prepare offer packages for owner. Offer packages will include an offer letter, Appraisal Summary Statement, proposed Right of Way Agreement and Deed. These documents shall be presented to the CITY for review and pre-approval prior to presenting offers to property owners. After offer presentation, agreements with owner shall be pursued to finalize the right of way transfers. The work shall include agreement execution, deed notarization, escrow coordination, closing, deed recordation, title insurance issuance and funds distribution.

• Task 5.6: Right of Way Data Sheets and Certification Documents (Northern and Southern Segments)
CONSULTANT shall prepare a Right of Way Data Sheet. Right of Way Data Sheets will conform to the Caltrans Right of Way Manual. CONSULTANT shall coordinate and prepare Right of Way Certification documents.

• Task 6: Structure Type Selection
• Task 6.1: Type Selection Report (Southern and Northern Segments) CONSULTANT shall prepare a Type Selection Report to summarize the options considered during the PA&ED phase, and make a recommendation in regard to the selected structure type for the pedestrian tunnel beneath SR 217, bridge crossing over San Jose Creek and retaining wall between the proposed multipurpose path and SR 217. The Type Selection Report will also make a recommendation regarding the selected retaining wall types for the walls along San Jose Creek underneath the US 101 bridge and wall types for the walls between US 101 and Calle Real. The type selection report will include discussion of the geotechnical studies, seismic criteria, hydraulic requirements (where required), aesthetic requirements, and will consider environmental, right-of-way, constructability, and construction cost impacts. The format

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and content for the type selection report will follow Caltrans Bridge Memos to Designers 1-29.

The Type Selection Report will include a General Plan for the preferred alternative and General Plan cost estimates for the structures and wall alternatives considered.

• Deliverables:
• Fourteen (14) hard copies of Type Selection Report
• Two (2) hard copies of Draft Foundation Plan
• Two (2) hard copies of Draft Final Hydraulics Report • Four (4) hard copies of Preliminary Foundation Report • One (1) electronic copy of Preliminary Foundation Report

• Task 6.2: Type Selection Meeting (Southern and Northern Segments) CONSULTANT shall attend one Type Selection Meeting with the CITY and Caltrans staff to obtain official approval of the bridge and retaining wall within Caltrans right-of- way.

• Task 6.3: Post Type Selection Meeting (Southern and Northern Segments) CONSULTANT shall incorporate comments received on the type selection report and from the type selection meeting into the final type selection report. This task includes updating the Bridge General Plan, Foundation Plan and Engineer's opinion of probable costs for the preferred bridges and retaining walls based on comments received.

The chosen structure and wall alternative, once reviewed and approved by the CITY and Caltrans, will be the basis for the final design of the bridges and retaining walls.

• Task 6.4: UPRR Preliminary Structures Submittal
CONSULTANT shall prepare and submit the following submittals to UPRR for the retaining walls within the UPRR right of way to obtain approval from UPRR:

• Task 6.4.1: UPRR Concept Plans
CONSULTANT shall submit the APS’s to UPRR to obtain approval of the proposed improvements within UPRR right of way.

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• Task 6.4.2: UPRR 30% Submittal
Upon approval of the concept plans and completion of the 35% structure design, CONSULTANT shall submit the 30% submittal package to UPRR for approval.

• Task 6.4.3: UPRR 100% Submittal
Upon approval of the 30% submittal package by UPRR and 90% PS&E package, CONSULTANT shall submit the 100% design package to UPRR for approval.

• Deliverables:
• Fourteen (14) hard copies of Type Selection Review Meeting Summary • Four (4) hard copies of Updated General Plan Estimate • Thirty (30) hard copies of Updated General Plans for structures within Caltrans Right of Way
• UPRR Concept Plans Four (4) hard copies and PDF
• UPRR 30% Submittal Four (4) hard copies and PDF
• UPRR 100% Submittal Four (4) hard copies and PDF

• Task 7: 60% Design
This task resolves and incorporates preliminary review comments made for the project included in the 60% PS&E. The purpose of this 60% task is to have a design that is detailed enough to meet the following key objectives:

• Facilitate Stakeholder Coordination
• Determine right of way requirements
• Submit documents for environmental permitting
• Develop a good opinion of probable construction cost • Submittals for inclusion with Caltrans SR 217 and US 101 Bridge Replacement projects

CONSULTANT shall meet with the CITY, Caltrans and UPRR to resolve comments received from the preliminary submittal to be addressed in this design phase on the portions of the project included in the 60% PS&E. CONSULTANT shall coordinate with the CITY and Caltrans to perform constructability review and participate in a meeting to discuss findings. Resolved independent constructability review comments will be incorporated into 60% plans prior to submittal to Caltrans. CONSULTANT shall meet with District safety reviewers and coordinators to incorporate safety comments early in the process. Official Safety Review Committee meeting typically occurs at 95% design.

The portions of the project to be included in the development of the 60% PS&E are as follows:

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The Caltrans submittal will exclude the areas outside of the Caltrans bridge project limits as well as bike path railings, fences, signs, and other multipurpose path elements.

• Facilitate Stakeholder Coordination
• Determine right of way requirements
• Submit documents for environmental permitting
• Develop a good opinion of probable construction cost

60% design and final design for these portions of the project will take place in Phase II or the Final Design phase of the project.

• Task 7.1: Design Standard Decision Documents (Design Exceptions) (Southern and Northern Segments)
Caltrans approval is required for design exception to the Caltrans Highway Design Manual. Exceptions to Caltrans standards that have been identified in Design Standard Decision Documents (DSDD) at PA&ED phase will be verified, and additional exceptions will be addressed. CONSULTANT shall prepare a supplemental DSDD.

Prior to adjourning the meetings, a plan and schedule will be developed to address issues left outstanding.

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• Task 7.2: 60% Multipurpose Path Plans (Southern and Northern Segments) Building upon the comments received from the preliminary submittal and on the input from the CITY, Caltrans and UPRR made for the portions of the project included in the 60% PS&E CONSULTANT shall prepare the design plans. The plans will include physical definition of alignments, multipurpose path dimensions, typical sections, profiles, access control, right of way, design designations, control data, and retaining wall and culvert locations, cut and fill limits, preliminary striping, conform locations and impacts to adjacent properties and facilities.

• Compliance with ADA requirements
• Staging and traffic handling (Constructability)
• Coordination with Caltrans design team of the SR217 and US 101 bridge replacement projects
• Pavement Structural Sections
• Retaining wall locations
• Identification of environmental constraints
• Identification of re quired/expected permits
• Right of way requirements
• Utilities identified

CONSULTANT shall develop initial design cross sections. Design cross sections will not be part of the official plan set but will be submitted to the CITY and Caltrans for review.

The following sheets are anticipated in this task:

Sheet Name
60% Sheets
(Southern
Segment)
60% Sheets
(Northern
Segment)
Scale *
Title Sheet 1 1 None
Typical Cross Sections (X) 4 4 None
Key Map & Line Index (K) 1 1 None
Project Control 1 1 1”=200’
Layout (L) 10 5 1”=20’
Profile (P) 10 5 H:1”=20’
V:1”=5’
Construction Details (C) 5 5 1”=10’

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Sheet Name
60% Sheets
(Southern
Segment)
60% Sheets
(Northern
Segment)
Scale *
Temp Water Pollution Control
Plan (WPC) 10 5 1”=50’
Temp Water Pollution Control
Details (WPCD) 2 2 None
Temp Water Pollution Control
Quantities (WPCQ) 2 2 N/A
Contour Grading (G) 10 5 1”=20’
Drainage Plans (D) 10 5 1”=20’
Drainage Profiles (DP) 10 5 H:1”=20’
V:1”=5’
Drainage Details (DD) 3 3
Drainage Quantities (DQ) 5 5 None
Construction Area Signs (CS) 1 1 1”=200’
Stage Construction (SC) 4 4 1”=50’
Stage Construction and Traffic
Handling Plan (SC) 20 5 1”=20’
Stage Construction Details (SCD) 2 1 1”=10’
Stage Construction Quantities
(SCQ) 2 1 N/A
Detour Plans (DE) 4 N/A H:1”=20’
V:1”=5’
Erosion Control Legend (ECL) 1 1 N/A
Erosion Control Plans (EC) 10 5 1”=20’
Erosion Control Details (ECD) 2 2 1”=10’/None
Erosion Control Quantities (ECQ) 1 1 N/A
Pavement Delineation Plans (PD) 10 5 1”=20’
Pavement Delineation Details
(PDD) 2 2 None
Pavement Delineation Quantities
(PDQ) 3 3 N/A
Signing Plans (S) 10 5 1”=20’
Sign Details (SD) 2 2 None
Sign Quantities (SQ) 1 1 N/A
Summary of Quantities (Q) 4 4 N/A
Lighting Plan Culvert (E) 1 N/A 1”=40”
Lighting Plan S. Kellogg Ave (E) 1 N/A 1”=40’
Lighting Pedestrian Bridge -
OPTIONAL (E) 1 N/A 1”=40’
Lighting Plan (UPRR and US101) N/A 3 1”=40”
Rectangular Rapid Flashing
Beacon (RRFB) Plan (E) 1 N/A 1”=20’

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Sheet Name
60% Sheets
(Southern
Segment)
60% Sheets
(Northern
Segment)
Scale *
Variable Message Sign (VMS)
Plan (E) 1 1 1”=20’
Electrical Quantity Sheets 1 1 N/A
Electrical Notes and Detail
Sheets 1 1 N/A
Total 170 103
* Scale of multipurpose path plan improvements to be included with the Caltrans US 101 and 217 Bridge Replacement Projects over San Jose Creek, will be coordinated with the Caltrans Design Teams.

Prior to submittal, CONSULTANT shall combine roadway PS&E documents with the structures PS&E documents.

• Task 7.3 Lighting and Signal Design
• Task 7.3.1: Safety Lighting and RRFB Design (Southern and Northern Segments)
CONSULTANT shall prepare the design of safety lighting at the locations listed below and the inclusion of a proposed Rectangular Rapid Flashing Beacon (RRFB) at the location described below:

• Culvert Safety Lighting
• S. Kellogg Avenue Crossing and RRFB
• Multipurpose Path lighting on both ends of UPRR and US 101 Overcrossing
• Modification of existing st reet lighting system on Calle Real

The design will be developed using the latest City Standards and Caltrans Standard Plans and Specifications.

• Task 7.3.2: Safety Lighting at Pedestrian Bridge Crossing (Southern Segment) – OPTIONAL - TBD
CONSULTANT shall prepare the design of safety lighting for the pedestrian bridge crossing.

The design will be developed using the latest City Standards and Caltrans Standard Plans and Specifications.

• Task 7.3.3: Variable Message Sign (VMA) (Southern and Northern Segments) – OPTIONAL - TBD

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CONSULTANT shall prepare Plans, Specs and Estimates for a proposed Variable Message Signs (VMS) for flood/fire waring at S. Kellogg Avenue crossing and at the location where the proposed multipurpose path reached Calle Real.

• Task 7.4: 60% Structure Design (Southern and Northern Segments) The Bridge and Retaining Wall designs for the portions of the project included in the 60% PS&E will be in accordance with Caltrans Bridge Design Specifications and applicable sections of the Caltrans Bridge Memo to Designers and Bridge Design Aids manuals. Current CITY and Caltrans design standards will be used. Seismic design will be performed in accordance with the Seismic Design Criteria 2.0 dated April 2019.

• Task 7.5: 60% Structure Plans (Southern and Northern Segments) Detailing of plans will be in accordance with Caltrans Bridge Design Details Manual and City of Goleta Standards.

60% Structure plans will include developed retaining wall aesthetics as agreed upon at the preliminary design level for the portions of the project included in the 60% PS&E. It is anticipated that aesthetic treatment will be limited to standard formliner themes and will not require special corridor themes to be developed. The scope and fee are based on developing the following plan sheets:

Sheet Name (Southern
Segment)
Sheet Name (Northern
Segment)
1 Project Plan No. 1 Project Plan No. 1
2 Index to Plans Index to Plans
3 General Plan No. 1 -
Pedestrian Tunnel
General Plan No. 1 - RW 104
4 General Plan No. 2 -
Pedestrian Tunnel
General Plan No. 1 - RW 105
5 General Notes General Plan No. 2 - RW 105
6 Foundation Plan RW 105 - RW Details
7 Portal Entrance General Plan No. 1 - RW 106
8 Portal Exit General Plan No. 1 - RW 107
9 Wingwall Details General Plan No. 1 - RW 108
10 Typical Section General Plan No. 2 - RW 108
11 Section Details No. 1 General Plan No. 1 - RW 108A
12 Section Details No. 2 Foundation Plans
13 Section Details No. 3 General Plan No. 1 - RW 110
14 Lighting Details General Plan No. 2 - RW 110
15 Drainage Details General Plan No. 1 - RW 110A
16 Misc. Details General Plan No. 1 - RW 110B
17 General Plan No. 1 - Retaining
Wall
General Plan No. 1 - RW M111A

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Sheet Name (Southern
Segment)
Sheet Name (Northern
Segment)
18 General Plan No. 2 - Retaining
Wall
General Plan No. 2 - RW M111A
19 Foundation Plan Foundation Plan - RW M111A
20 Retaining Wall Details General Plan No. 1 - RW M111B 21 General Plan No. 1 - Ped
Bridge
General Plan No. 2 - RW M111B
22 General Plan No. 2 - Ped
Bridge
Foundation Plan - RW M111B
23 General Notes General Plan No. 1 - RW C14A
24 Deck Contours General Plan No. 2 - RW C14A
25 Foundation Plan Foundation Plan - RW C14A
26 Abutment 1 Layout General Plan No. 1 - RW C14B
27 Abutment 12 Layout General Plan No. 2 - RW C14B
28 Abutment Details Foundation Plan - RW C14B
29 Wingwall Details General Plan No. 1 - RW C13A
30 Typical Bent Layout General Plan No. 1 - RW C13B
31 Bent 5 Layout Soldier Pile - General Notes
32 Bent 6 Layout Soldier Pile Details No. 1
33 Bent Details No. 1 Soldier Pile Details No. 2
34 Bent Details No. 2 Soldier Pile Details No. 3
35 Closure Wall Details Soldier Pile Details No. 4
36 Typical Section No. 1 -
Concrete Slab
Pedestrian Rail Details No. 1
37 Typical Section No. 2 - Precast
Girders
Pedestrian Rail Details No. 2
38 Concrete Slab Reinforcement Architectural Details No. 1 39 Precast Girders Architectural Details No. 2
40 Misc. Details
41 Architectural Details No. 1
42 Architectural Details No. 2

• Task 7.6: Constructability Review (Southern and Northern Segments) Using the Caltrans Constructability Review Checklist, CONSULTANT shall perform the constructability review on the portions of the project included in the 60% PS&E. Senior engineer experienced with design and construction will conduct the review. Comments will be incorporated in the plans, specifications and estimate.

• Task 7.7: Structural Elements Design Check (Southern and Northern Segments)
CONSULTANT shall perform an independent design check of the bridge, culvert and retaining wall plans for the portions of the project included in the 60% PS&E, in

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conformance with typical Caltrans bridge design procedures. The checker will provide a list of comments and a marked-up set of plans to the designer. Upon completion of design check, discrepancies between the design and checker will be reconciled and plans updated for preparation of quantities, estimate and specifications. The final design will reflect agreement between the two engineers.

• Task 7.8: Special Provisions (Southern and Northern Segments) Draft outline technical special provisions will be prepared on the portions of the project included in the 60% PS&E for project elements within the scope of work per Caltrans Standard Special Provisions, with modifications to coordinate with local agency Special Provisions. Boilerplate information for the specifications will be provided by the CITY for subsequent submittals.

• Task 7.9: Opinion of Probable Construction Cost (Southern and Northern Segments)
This opinion of probable construction cost will be based on quantity take-off calculations and unit cost information for items listed on the portions of the project included in the 60% PS&E. The unit cost data will be based on past relevant experience with similar projects; including current local agency cost data, latest version of Caltrans Contract Cost Data and recent bid summaries. The opinion of probable construction cost at this phase will be in bid item format with 10% to 15% contingency.

• Deliverables:
• Full size plans (City = 5 hard copies; Caltrans = 20 hard copies) • Half size plans (City = 5 hard copies; Caltrans = 20 hard copies) • Technical Special Provisions (City = 5 hard copies; Caltrans = 5 copies) • Opinion of Probable Construction Cost (City = 5 hard copies; Caltrans = 5 hard copies)
• Electronic copy on CD
• Submittals for inclusion with Caltrans SR 217 and US 101 Bridge Replacement projects

• Task 8: Permit Support
CONSULTANT shall coordinate and prepare permit applications for the project. The following permits are anticipated to be required.

• Task 8.1: Nationwide Permit Verification – Clean Water Act, Section 404 – (Northern and Southern Segments)
CONSULTANT shall work with the City to schedule a pre-application meeting with the US Army Corps of Engineers (Corps) regarding the Nationwide Permit (NWP). After the pre-application meeting, CONSULTANT shall prepare a Preconstruction Notification

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(PCN) to submit to the Corps that details impacts and conceptual mitigation measures or a mitigation plan. The application package will include the Aquatic Resources Delineation Report previously prepared for the CEQA/NEPA process, and the Biological Opinion obtained from the US Fish and Wildlife Service (USFWS) during the CEQA/NEPA process. The PCN ultimately requests verification that the project can be authorized using the specified NWP(s). CONSULTANT shall also submit the Aquatic Resources Delineation and request concurrence by the Corps.

• Task 8.2: Water Quality Certification – Clean Water Act, Section 401(Northern and Southern Segments)
CONSULTANT shall prepare an application package for submittal to the Regional Water Quality Control Board (RWQCB). The application package will include an analysis of the impacts to waters of the State associated with the project. A processing fee must be included with the submittal (to be provided by the CITY; the amount to be determined during application preparation).

• Task 8.3: Streambed Alteration Agreement – Fish and Game Code, Section 1602 (Northern and Southern Segments)
CONSULTANT shall prepare a Lake and Streambed Alteration Agreement application package for submittal to California Department of Fish and Wildlife (CDFW). This application package will include a summary of impacts to the CDFW jurisdiction associated with the project. It will also include a restoration plan which will be included as mitigation for impacts to riparian habitat. The application package will also include a bio-acoustical analysis for in-water special status species; this analysis will assess the use of pile-driving activities in saturated soils to determine effects on special status species within San Jose Creek. CONSULTANT shall assist the CITY in negotiating mitigation and will prepare a conceptual planting plan. A processing fee must be included with the submittal (to be provided by the CITY; the amount to be determined during application preparation).

• Task 8.4: Consolidated Coastal Development Permit – Santa Barbara County and Coastal Commission (Southern Extent)
CONSULTANT shalll coordinate with Santa Barbara County to obtain a letter concurrence to complete a Consolidated Coastal Development Permit. CONSULTANT shall prepare the permit application packages for submittal to the County. A combined Coastal Development Permit application will be submitted to the California Coastal Commission that covers the County.

CONSULTANT shall prepare correspondence and exhibits to communicate and coordinate proposed improvements with the California Coastal Commission to assist the CITY in obtaining the permit.

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• Task 9: 95% PS&E*-
This task resolves and incorporates 60% review comments. Additional details and information shall be added. For the portion of the multipurpose path to be constructed by Caltrans, CONSULTANT shall coordinate review/comment cycles with the Caltrans Office Engineer (OE) as part of the Log-in process. This task includes conducting an official safety review with Caltrans Safety Review Committee and incorporating review comments into 100% PS&E.

CONSULTANT shall develop design cross sections. Design cross sections will not be part of the official plan set but will be submitted to the CITY and Caltrans for review.

• Task 9.1: 95% Multipurpose Path Plans (Southern and Northern Segments) The following sheets are anticipated for this task:

Sheet Name
95% Sheets
(Southern
Segment)
95% Sheets
(Northern
Segment)
Scale *
Title Sheet 1 1 None
Typical Cross Sections (X) 4 4 None
Key Map & Line Index (K) 1 1 None
Project Control 1 1 1”=200’
Layout (L) 10 5 1”=20’
Profile (P) 10 5 H:1”=20’
V:1”=5’
Construction Details (C) 5 5 1”=10’
Temp Water Pollution
Control Plan (WPC) 10 5 1”=50’
Temp Water Pollution
Control Details (WPCD) 2 2 None
Temp Water Pollution
Control Quantities (WPCQ) 2 2 N/A
Contour Grading (G) 10 5 1”=20’
Drainage Plans (D) 10 5 1”=20’
Drainage Profiles (DP) 10 5 H:1”=20’
V:1”=5’
Drainage Details (DD) 3 3 None
Drainage Quantities (DQ) 5 5 None
Construction Area Signs
(CS) 1 1 1”=200’
Stage Construction (SC) 4 4 1”=50’
Stage Construction and
Traffic Handling Plan (SC) 20 5 1”=20’

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Sheet Name
95% Sheets
(Southern
Segment)
95% Sheets
(Northern
Segment)
Scale *
Stage Construction Details
(SCD) 2 1 1”=10’
Stage Construction
Quantities (SCQ) 2 1 N/A
Detour Plans (DE) 4 N/A H:1”=20’
V:1”=5’
Erosion Control Legend
(ECL) 1 1 N/A
Erosion Control Plans (EC) 10 5 1”=20’
Erosion Control Details
(ECD) 2 2 1”=10’/None
Erosion Control Quantities
(ECQ) 1 1 N/A
Pavement Delineation Plans
(PD) 10 5 1”=20’
Pavement Delineation
Details (PDD) 2 2 None
Pavement Delineation
Quantities (PDQ) 3 3 N/A
Signing Plans (S) 10 5 1”=20’
Sign Details (SD) 2 2 None
Sign Quantities (SQ) 1 1 N/A
Summary of Quantities (Q) 4 4 N/A
Lighting Plan Culvert (E) 1 N/A 1”=40”
Lighting Plan S. Kellogg Ave
(E) 1 N/A 1”=40’
Lighting Pedestrian Bridge -
OPTIONAL (E) 1 N/A 1”=40’
Lighting Plan (US101) N/A 3 1”=40”
Rectangular Rapid Flashing
Beacon (RRFB) Plan (E) 1 N/A 1”=20’
Variable Message Sign
(VMS) Plan (E) 1 1 1”=20’
Electrical Quantity Sheets 1 1 N/A
Electrical Notes and Detail
Sheets 1 1 N/A
Total 170 103
* Scale of multipurpose path plan improvements to be included with the Caltrans US 101 and 217 Bridge Replacement Projects over San Jose Creek, will be coordinated with the Caltrans Design Teams.

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Prior to submittal, CONSULTANT shall combine roadway PS&E documents with the structures PS&E documents.

• Task 9.2: 95% Structure Plans (Southern and Northern Segments) The 95% PS&E design phase will have a separate QC design team perform independent structural and quantity calculations, and conduct an independent check of the structural plans, opinion of probable construction cost, working day schedule, and specifications. The check will include an interdisciplinary review of the project documents to coordinate design properly. In the 95% PS&E design phase, review comments will be addressed on the portions of the project included in the 95% PS&E, and outstanding design issues will be finalized. 95% plans, technical specifications and opinion of probable construction cost will be prepared. Design activities will be completed. The PS&E package will be prepared for review. Tasks include:

• Address 60% Submittal Comments
• CONSULTANT shall coordinate with CITY and Caltrans.
• Prepare Independent Check Calculations
• Independently Check Plans and Details
• Independently Check of Draft Structure Specifications • Reconcile Design with Independent Check
• Update Plans and Details to reflect Independent Check comments • Prepare Independent Check Quantity Calculations
• Reconcile Design Quantities with Independent Check Quantities • Independently check, reconcile, and update Working Day Schedule • Update Opinion of Probable Construction Cost
• Submit 95% PS&E

The 95% Structure Plan sheets and total count are anticipated to be the same as for the 60% submittal.

• Task 9.3: Constructability Review (Southern and Northern Segments) Using the Caltrans Constructability Review Checklist, CONSULTANT shall perform the constructability review on the portions of the project included in the 95% PS&E. Senior engineer experienced with design and construction will conduct the review.

• Task 9.4: Updated Special Provisions (Southern and Northern Segments) Updated technical provisions will be prepared for project elements on the portions of the project included in the 95% PS&E within the scope of work per Caltrans Standard Special Provisions, with modifications to coordinate with local agency Special Provisions.

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• Task9.5: Updated Opinion of Probable Construction Cost (Southern and Northern Segments)
This task updates the 60% opinion of probable construction cost for the portions of the project included in the 95% PS&E based on updated quantity take-off calculations for items listed. The opinion of probable construction cost at this phase will be in bid item format with 10% contingency.

• Deliverables:
• Full size plans (City = 5 hard copies; Caltrans = 20 hard copies) • Half size plans (City = 5 hard copies; Caltrans = 20 hard copies) • Special Provisions (City = 5 hard copies; Caltrans = 5 copies) • Opinion of Probable Construction Cost (City = 5 hard copies; Caltrans = 5 hard copies)
• Design Cross Sections (Electronic)
• Electronic copy on CD
• Submittals for inclusion with Ca ltrans SR 217 and US 101 Bridge Replacement projects

• Task 10: 100% PS&E (Ready-To-List)
This task resolves and incorporates 95% review comments. CONSULTANT shall coordinate with CITY and Caltrans. Details and information will be refined to complete the final PS&E documents. Final approval from agencies will be obtained during this phase of the work.

CONSULTANT shall update design cross sections. Design cross sections will not be part of the official plan set but will be submitted to the CITY and Caltrans for review.

• Task 10.1: 100% Roadway Plans (Southern and Northern Segments) The 100% Roadway Plan sheets and total count are anticipated to be the same as for the 95% submittal.

• Task 10.2: 100% Structure Plans (Southern and Northern Segments) The following tasks are included in this submittal:
• Address 95% Submittal comments on the portions of the project included in the 95% PS&E
• Independently check and reconcile changes from 95% Submittal • Update calculations, independent ca lculations, quantity calculations, independent quantity calculations, opinion of probable construction cost and working day schedule
• Update plans, details and specifications
• Submit Draft 100% PS&E

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• Address Draft 100% Submittal comments
• Submit Final PS&E

The 100% Structure Plan sheets and total count are anticipated to be the same as for the 95% submittal.

• Task 10.3: Special Provisions (Southern and Northern Segment) Updated technical provisions will be prepared for project elements within the scope of services per Caltrans Standard Special Provisions, with modifications to coordinate with local agency Special Provisions for the portions of the project included in the 100% PS&E.

• Task 10.4: Opinion of Probable Construction Cost (Southern and Northern Segment)
This task updates the 95% opinion of probable construction cost based on refined quantity take-off calculations for items listed for the portions of the project included in the 100% PS&E. The opinion of probable construction cost at this phase will be in bid item format with 5% contingency.

• Task 10.5: Construction Schedule (Southern and Northern Segment) With input from the CITY and Caltrans, CONSULTANT shall prepare a preliminary critical path method (CPM) construction schedule for the portions of the project included in the 100% PS&E.

• Deliverables:
• Full size plans (City = 5 hard copies; Caltrans = 20 hard copies) • Half size plans (City = 5 hard copies; Caltrans = 20 hard copies) • Special Provision (City = 5 hard copies; Caltrans = 5 copies) • Opinion of Probable Construction Cost (City = 5 hard copies; Caltrans = 5 hard copies)
• Preliminary Construction Schedule (Electronic copy)
• Design Cross Sections
• Electronic copy on CD
• Submittals for inclusion with Caltrans SR 217 and US 101 Bridge Replacement projects

• Task 11: Final Bid Documents (Final PS&E) (Part of Ready-To-List) (Southern and Middle Extent)
This task incorporates minor comments from the 100% review. Details and information will be refined to complete the final bid documents including plans, specifications and opinion of probable construction cost. Included in this final bid document package will

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be one set of stamped plans, a set of camera-ready project special provisions and a disk containing the electronic files for the project, special provisions and engineer’s opinion of probable construction cost. Resident engineer and surveyor information will also be submitted at this stage. Final, stamped geotechnical and other engineering reports will be submitted with the final bid documents.

CONSULTANT will prepare material handout information to be provided with bid documents per Caltrans Highway Design Manual and PS&E guidelines.

CONSULTANT will coordinate final approval of:
• Utility certification
• Right of way certification
• Cost Estimate Certification
• ADA Certification
• Environmental permits
• Storm Water Data Report
• TMP

• Task 12: Construction Staking Package (Southern and Middle Extent) CONSULTANT will coordinate with Caltrans Survey department to prepare construction staking package documents using the final approved plans as a base. Staking package documents will be prepared in conformance with the requirements of the Caltrans District 5 Survey Department. The construction staking package documents services will consist of:

• Coordinate with D5 Survey
• Prepare stake listings
• Prepare final cross sections
• Prepare final DTM surface
• Prepare horizontal and vertical alignments
• Prepare alignment descriptions

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Assumptions:
• Attend up to two (2) coordination meetings with District 5 Survey Department

Deliverables:
• Draft Stake listings (one hard copy)
• Full size cross-sections (one hard copy)
• Half size cross-sections (one hard copy)
• Electronic cross-sections
• Electronic finished DTM surfaces
• Horizontal alignments and profiles
• Horizontal alignment descriptions for centerline alignment (one hard copy)

• Task 13: Resident Engineer Pending File and Surveyor Information (Southern and Middle Extent)
CONSULTANT will develop a resident engineer file per Caltrans ready to list guidelines and submit to the CITY and Caltrans. Part of the resident engineer file is surveyor information pertaining to horizontal and vertical controls, calculations, methodologies and output. Depending on the available data, CONSULTANT will document information electronically and submit it on disk.

• Deliverables:
• Resident Engineer’s Pending File and Surveyor Information (5 hard copies) • Electronic copy on CD

• Task 14: Bidding Assistance and Design Construction Support (Southern and Middle Extent – OPTIONAL - TBD)
Upon completion of the final design phase of the project, CONSULTANT will provide Bidding Assistance. CONSULTANT will assist with the preparation of required addenda to be distributed to the bidders and respond to technical questions relative to the plans, special provisions, and quantity estimates. Bidding assistance will be billed on a time and materials basis.

During the construction phase of this project, CONSULTANT will provide Engineering Design Construction Support services. These services may include the following:

• Attend the project pre-construction meeting
• Attend partnering session
• Attend up to four (4) additional meetings/site visits during construction • Additional construction support service could include the following:
• Provide consultation and interpretation of the construction documents • Review and comment on contract change orders

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• Prepare minor plan revisions necessitated by contract change orders • Review contractor submittals and shop drawings
• Respond to technical contractor requests for information • Assist with project closeout and post audits

Construction support hours will be billed on a time and materials basis. The hours provided for this scope and fee are preliminary placeholders. Work in this task will need to be revisited after PS&E is completed when more is known about the project. This task will also need to be revisited with the Construction Management Team so there is not scope overlap.

• Task 15: Record Drawings (Southern and Middle Extent – OPTIONAL - TBD) At project’s completion CONSULTANT will prepare record drawings at the end of the construction phase to incorporate field changes provided by the Resident Engineer. It is assumed that one (1) set of record drawings will be developed based one consolidated redline input set from the CITY and Caltrans.

• Scope Assumptions:
• Southern Segment Assumptions
• For hydrology/hydraulics analysis, no Conditional Letter of Map Revision (CLOMR)/Letter of Map Revision (LOMR) is needed for this project and a no- rise certification will be prepared to evaluate proposed improvements. • In the event FEMA does not accept a no-rise certification for the proposed improvements, it is assumed that the multipurpose path geometry will be incorporated into the FEMA LOMR in Task 3.1.3 and 3.1.4. • The CITY will waive encroachment permit fees for services to be performed as part of this project.
• Hydraulic model of the existing San Pedro Creek is not included as part of this scope of work.
• For hydrology/hydraulics analysis, the As ǦBuilt Redlined plans of the Flood Control/Fish Passage project are sufficient for FEMA, and no additional survey of the constructed project is needed.
• For hydrology/hydraulics analysis, a LOMR application pertaining to the Flood Control/Fish Passage project will be submitted and processed through the FEMA Online LOMC website. No hard copies of the LOMR application will be created. FEMA review fee for a LOMR is subject to change; the current fee for an online submittal is included in the fee estimate as part of this scope of work. A FEMA review fee higher than the fee estimate will need to be paid by the CITY.
• For hydrology/hydraulics analysis, a nd interior drainage analysis for the project floodwalls is not included in this scope of work. • For Task 3.1.7, it is assumed that no updated Location Hydraulic Study (LHS)/Summary Floodplain Encroachment Report (SFER) forms are required

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and no bridge scour calculations and bank protection sizing are to be updated or completed as part of this scope of work.
• For survey and mapping control, performance of datum shift to conform to Caltrans datum used for the SR 217 bridge replacement project does not include a vertical shift.
• Type Selection Report for proposed structures will be based on Advance Planning Study prepared during PA&ED phase.
• Formal Type Selection Meeting with Caltrans will be required for culvert under SR217.
• Structures outside of Caltrans right of way will not require a formal type selection meeting.
• For structures, it is assumed that aest hetic treatment will generally match the recently constructed Goleta Beach Park Bridge replacement and the Caltrans SR217 bridge replacement over San Jose Creek.
• Lighting for the proposed culvert und er SR 217 is assumed to be solar- powered but is subject to the availability of solar-powered tunnel lights. If solar-powered tunnel lights are not available in the market, AC powered tunnel lights will be proposed instead, and it is assumed that a new service connection will be needed.
• The variable message signs at S. Ke llogg crossing will be connected to a controller, which will be powered by AC, it is assumed that a new service connection will be needed for this variable message sign. Safety lighting and RRFB at this crossing location are proposed to be solar powered. • Consolidated Coastal Development Permi t. It is anticipated that no other permits from the County will be required. However, if the County determines that a Use Determination, Development, and Coastal Development Permits are required through the County, then it is anticipated that one application package can be prepared with one cover letter, the appropriate permit application forms, and one set of plans and supplemental information. This application package will include a summary of impacts and will provide justifications for the three County permits. A processing fee must be included with the submittal (to be provided by the CITY; the amount will be determined during coordination with the County). If the County requires additional permits, a revised scope and fee will be provided to the CITY for approval prior to completing the work.

• Northern Segment Assumptions
• Multipurpose path improvements to be constructed within State right of way and with the US 101 bridge replacement project include walls and multipurpose path riding surface. Excludes railings, fences, signs and other multipurpose path elements. The design and details for these items will be provided to Caltrans for inclusion into the US 101 bridge replacement bid package.
• For hydrology/hydraulics analysis, a Conditional Letter of Map Revision (CLOMR)/Letter of Map Revision (LOMR) is not required for this project and a No-Rise Certification will be prepared to evaluate proposed improvements.

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• For hydrology/hydraulics analysis, if FEMA does not accept a No-Rise Certification for the proposed improvements, CLOMR and LOMR applications need to be submitted and processed through the FEMA Online LOMC website. No hard copies of the CLOMR or LOMR application will be created.

If required, a CLOMR will be prepared during Phase 1, of this scope of services listed as an optional task requiring prior City approval to complete. If required, a LOMR will be prepared as part of Phase 2 of this scope of services, listed as an optional task requiring prior City approval along with an additional fee estimate approval.
• For hydrology/hydraulics analysis, the cu rrent fee for an online submittal of a CLOMR is included in this scope of services. The FEMA LOMR review fee is not included in this scope of services. FEMA review fee for a CLOMR and LOMR is subject to change and need to be verified prior to application submittal. Additional fees not included in this scope of services will be paid by the CITY.
• For geotechnical investigation, some of the proposed Cone Penetration Test (CPT) locations fall within private properties which will require permits to enter. For other locations which fall within the City’s right of way, it is assumed that the CITY will waive potential encroachment permit fees for these borings.
• The CITY will waive encroachment permit fees for services to be performed as part of this project.
• Type Selection Report for proposed structures will be based on Advance Planning Study prepared during PA&ED phase.
• Structures outside of Caltrans right of way will not require a formal type selection meeting.
• The variable message signs at Calle Real will be connected to a controller, which will be powered by AC. If not able to connect to the existing signal cabinet located at the intersection of N. Kellogg Ave and Calle Real, it is assumed that a new service connection will be needed for this variable message sign.
• Optional tasks listed require prior approv al by the City. Fee estimate for Optional TBD tasks is to be determined.

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EXHIBIT B-2

SCHEDULE OF FEES

DEWBERRY ENGINEERING, INC

CALIFORNIA STANDARD HOURLY

BILLING RATE SCHEDULE

DEWBERRY HOURLY RATES HOURLY RANGE

PROFESSIONAL
Principal $330.00 $300 - $390
Architect I, II, III $100.00, $120.00, $135.00 $95 - $145 Architect IV, V, VI $150.00, $170.00, $190.00 $140 - $200 Architect VII, VIII, IX $210.00, $230.00, $255.00 $195 - $265 Interior Designer I, II, III, IV $92.00, $110.00, $125.00, $150.00 $85 - $160 Engineer I, II, III $115.00, $130.00, $145.00 $105 - $165 Engineer IV, V, VI $165.00, $185.00, $210.00 $155 - $225 Engineer VII, VIII, IX $240.00, $260.00, $295.00 $220 - $310 Professional I, II, III $100.00, $120.00, $140.00 $95 - $155 Professional IV, V, VI $165.00, $180.00, $195.00 $155 - $200 Professional VII, VIII, IX $215.00, $240.00, $265.00 $195 - $275

TECHNICAL
Geographer/GIS I, II, III $90.00, $105.00, $120.00 $80 - $125 Geographer/GIS IV, V, VI $140.00, $160.00, $175.00 $130 - $180 Geographer/GIS VII, VIII, IX $200.00, $230.00, $270.00 $190 - $280 Designer I, II, III $110.00, $130.00, $150.00 $95 - $160 Designer IV, V, VI $170.00, $190.00, $210.00 $160 - $220 CADD Technician I, II, III, IV, V $80.00, $100.00, $125.00, $150.00, $170.00 $70 - $190 Surveyor I, II, III $68.00, $83.00, $98.00 $60 - $100
Surveyor IV, V, VI $112.00, $125.00, $140.00 $105 - $140 Surveyor VII, VIII, IX $160.00, $185.00, $220.00 $150 - $230 Technical I, II, III $85.00, $100.00, $120.00 $75 - $130 Technical IV, V, VI $130.00, $145.00, $165.00 $120 - $175

CONSTRUCTION
Construction Professional I, II, III $130.00, $155.00, $180.00 $115 - $190 Construction Professional IV, V, VI, VII $200.00, $230.00, $265.00, $300.00 $190 - $310 Inspector I, II, III $90.00, $110.00, $130.00 $80 - $140 Inspector IV, V, VI, VII $150.00, $165.00, $190.00, $220.00 $140 - $230

ADMINISTRATION
Admin Professional I, II, III, IV, V $70.00, $90.00, $115.00, $145.00, $165.00 $65 - $175 Non-Labor Direct Costs Cost + 15%

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Other Direct Costs

Description Of Item Cost
Person Vehicle Mileage or Rental Car See note 2
Overnight Mail Service Actual
Outside Printing Services Actual
Lodging and Meals See note 2
Airfare or other Travel See note 2
Tolls and Parking See note 2

Notes:

1. The Consultant employee’s headquarters or primary residence as defined in the Caltrans Travel Guide will be established in the Task Order or in the Agreement for Professional Services.

2. Travel and per-diem costs will be reimbursed in conformance with the current Department of Transportation Travel and Expense Guide for Consultants. No charge will be invoiced for employee relocation costs.

3. Actual costs are a competitive process from appropriate vendors in their respective industries and supported by receipts.

4. Caltrans Local Assistance Procedures Manual Exhibits 10-H2 and 10-K available upon request.

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Goleta City CouncilMay 7, 2024

Goleta City Council
May 7, 2024