Ukiah City Council
February 16, 2022

GHD Clity of Ukiah    Talmage Road Rehabilitation Project A-iv → ghd.com

GHD Clity of Ukiah Talmage Road Rehabilitation Project I Separate Fee Proposal for:

Talmage Road Rehabilitation Project
City of Ukiah
January 31, 2022
→ The Power of Commitment
ATTACHMENT 3

The Power of Commitment
GHD
2235 Mercury Way, Suite 150
Santa Rosa, California 95407
United States
www.ghd.com
Our ref: 12571020
January 28, 2022
Andrew Stricklin, Associate Engineer
City of Ukiah – Department of Public Works
300 Seminary Avenue
Ukiah, CA 95482
RE: Fee Proposal for the Talmage Road Rehabilitation Project Dear Mr. Stricklin
Enclosed for your consideration is GHD’s time-and-materials “not to exceed” fee proposal for the Talmage Road Rehabilitation Project. The fee estimate summarizes the anticipated costs for engineering design, geotechnical investigation and permitting, and is summarized by project staff indicating number of work hours for each task. Individual staff billing rates, subconsultant costs, expenses including vehicle mileage and associated project charges are included. Also attached is GHD’s 2022 standard rate schedule.

If selected for this project based on our qualifications, we will gladly work with you to make any adjustments to the scope of work and fee proposal, so both align with the City’s needs and expectations for this project. We are excited at the opportunity to continue supporting the City in improving the infrastructure and quality of life of Ukiah and encourage you to reach out with any questions you may have about our proposal.

This fee proposal is a firm offer valid for a period of thirty (30) days after the submittal date and is signed by Matt Kennedy, an officer of GHD who is officially authorized to contractually bind the firm.

Respectfully,
Matt Kennedy, PE, TE, ENV SP
Principal in Charge
+1 707 540 3376
[email protected]
Erik Fanselau, PE
Project Manager
+1 916 256 2677
[email protected]
Attachments:

1. Project Fee Proposal

2. GHD US West 2022 Standard Rate Schedule

Attachment 1
Client: City of Ukiah
Project Name: Talmage Road Rehabilitation Project Date: January 31, 2022 Prepared by: Erik Fanselau
Reviewed by: Matt Kennedy
Job Number: 12571020
LABOR CATEGORY > TOTAL OTHER GHD FULLY SUB TOTAL TOTAL
HOURS DIRECT BURDENED Crawford Associates SUB FEES FEE
RATE > $263 $228 $228 $180 $163 $228 $202 $160 $453 $228 $150 $153 $125 $80 $138 COSTS (1) LABOR COSTS (Geotech) W/MARKUP TASK /Hr /Hr /Hr /Hr /Hr /Hr /Hr /Hr /Hr /Hr /Hr /Hr /Hr /Hr /Hr 15% Task 1 Project Management

1.1 Project Initiation 4 8 4 4 16 $104.00 $3,748.00 $0.00 $3,852.00

1.2 Project Coordination, Reporting and Schedule 32 12 44 $286.00 $8,952.00 $0.00 $9,238.00

1.3 Kick-off Meeting & Workshop 4 8 6 6 1 2 1 24 $156.00 $5,672.00 $0.00 $5,828.00

1.4 Design Quality Management 2 1 2 3 $19.50 $1,210.00 $0.00 $1,229.50 10 49 2 6 6 0 1 0 0 2 0 0 0 5 16 87 $565.50 $19,582.00 $0.00 $0.00 $20,147.50 Task 2 Topographic Mapping and Right-of-Way

2.1 LiDAR Scanning and Mapping 1 25 14 40 $1,364.50 $6,870.00 $0.00 $8,234.50

2.2 Supplemental Field Survey 1 24 25 $446.00 $11,100.00 $0.00 $11,546.00

2.3 Office Mapping 1 8 16 25 $162.50 $3,508.00 $0.00 $3,670.50 0 3 0 25 0 0 0 8 24 0 0 14 16 0 0 90 $1,973.00 $21,478.00 $0.00 $0.00 $23,451.00 Task 3 Geotechnical Investigation

3.1 Field Preparation & Mobilization 0 $0.00 $0.00 $3,178.00 $3,654.70 $3,654.70

3.2 Subsurface Exploration 0 $0.00 $0.00 $11,667.00 $13,417.05 $13,417.05

3.3 Laboratory Testing 0 $0.00 $0.00 $1,370.00 $1,575.50 $1,575.50

3.4 Engineering Analysis and Report 0 $0.00 $0.00 $5,520.00 $6,348.00 $6,348.00

3.5 Consultation and Design Team Support 0 $0.00 $0.00 $2,290.00 $2,633.50 $2,633.50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0.00 $0.00 $24,025.00 $27,628.75 $27,628.75 Task 4 Preliminary Design (30%)
12 8 20 $130.00 $4,040.00 $0.00 $4,170.00
1 16 8 32 8 1 65 $422.50 $14,343.00 $0.00 $14,765.50
1 4 2 24 24 8 16 24 40 142 $923.00 $23,591.00 $0.00 $24,514.00 2 32 2 32 32 40 24 0 0 0 0 24 40 1 0 227 $1,475.50 $41,974.00 $0.00 $0.00 $43,449.50 Task 5 Intermediate Design (60%)
1 8 24 40 16 32 32 60 1 213 $1,384.50 $35,515.00 $0.00 $36,899.50 1 8 0 24 40 16 32 0 0 0 0 32 60 1 0 213 $1,384.50 $35,515.00 $0.00 $0.00 $36,899.50 Task 6 Detailed Design (90% and 100%)

6.1 Pre-Final (90%) PS&E 1 8 2 24 40 8 24 24 40 1 171 $1,111.50 $28,807.00 $0.00 $29,918.50

6.2 Final (100%) PS&E 1 8 2 12 24 8 24 24 1 103 $669.50 $16,983.00 $0.00 $17,652.50 2 16 4 36 64 8 32 0 0 0 0 48 64 2 0 274 $1,781.00 $45,790.00 $0.00 $0.00 $47,571.00 Task 7 Permitting

7.1 Field Work and Reports (BRE and Aquatic Mapping) 2 2 16 72 12 4 2 110 $715.00 $17,456.00 $0.00 $18,171.00

7.2 Permit Applications (Corps, RWQCB, CDFW, Concept Plan) 2 2 2 12 46 16 8 88 $572.00 $14,356.00 $0.00 $14,928.00

7.3 Agency Follow-up (including site visit) 4 8 26 2 40 $260.00 $6,886.00 $0.00 $7,146.00 0 8 4 2 0 0 0 0 0 36 144 16 22 4 2 238 $1,547.00 $38,698.00 $0.00 $0.00 $40,245.00 PROJECT TASK TOTALS 15 116 12 125 142 64 89 8 24 38 144 134 202 13 18 1,129 $8,727 $203,037 $24,025 $27,629 $239,393 (1) OTHER DIRECT COSTS include telephone, vehicle mileage, printing, reproduction and other miscellaneous direct expenses.

LABOR CATEGORY > TOTAL OTHER GHD FULLY SUB TOTAL TOTAL
HOURS DIRECT BURDENED Crawford Associates SUB FEES FEE
RATE > $263.00 $228.00 $228.00 $180.00 $163.00 $228.00 $202.00 $160.00 $453.00 $228.00 $150.00 $153.00 $125.00 $80.00 $138.00 COSTS (1) LABOR COSTS (Geotech) W/MARKUP OPTIONAL TASKS /Hr /Hr /Hr /Hr /Hr /Hr /Hr /Hr /Hr /Hr /Hr /Hr /Hr /Hr /Hr 15% Task 8 Geotech Pavement Investigation (Optional)

8.1 Pavement Coring 1 1 1 2 $13.00 $671.00 $4,585.00 $5,272.75 $5,956.75

8.2 Infiltration Rate Testing 0 $0.00 $0.00 $1,490.00 $1,713.50 $1,713.50

8.3 Engineering Analysis and Report 1 2 3 $19.50 $588.00 $0.00 $607.50 1 2 0 3 0 0 0 0 0 0 0 0 0 0 0 5 $32.50 $1,259.00 $6,075.00 $6,986.25 $8,277.75 Task 9 Prepare SWPPP (Optional)

9.1 Develop SWPPP 4 8 16 28 $182.00 $4,960.00 $0.00 $5,142.00

9.2 Submit SWPPP and File NOI 2 2 $13.00 $456.00 $0.00 $469.00 0 6 0 8 16 0 0 0 0 0 0 0 0 0 0 30 $195.00 $5,416.00 $0.00 $0.00 $5,611.00 PROJECT OPTIONAL TASK TOTALS 1 8 0 11 16 0 0 0 0 0 0 0 0 0 0 35 $227.50 $6,675.00 $6,075.00 $6,986.25 $13,888.75 Word
Processing
Project
Admin Biologist Sr. CAD Tech CAD Tech Structural Engr.

Land
Surveyor
2-Person
Survey Permitting Quality Manager
Civil
Engineer
Staff Civil
Engr
Hydraulic
Engr
Subtotal Optional Task 8
Subtotal Optional Task 9
Principal PM
Subtotal Task 5
Subtotal Task 7
Subtotal Task 6
Permitting CAD Tech Sr. CAD
Tech
Word
Processing Biologist

GHD - PROJECT FEE ESTIMATING SHEET

FEE COMPUTATION
Quality
Manager PM 2-Person Survey

LABOR COSTS
Hydraulic
Engr
Structural
Engr.

Staff Civil
Engr
Project
Admin
Land
Surveyor Principal Civil Engineer

5.1 60% PS&E
Subtotal Task 1

4.1 Site Visits and Information Review
Subtotal Task 2
Subtotal Task 4

4.3 30% Plans and Estimate
Subtotal Task 3

4.2 Basis of Design Tech Memo
1/28/2022 Page 1

Finance Class Code Name
Technical Director $ 200.00 - $ 285.00
Professional $ 115.00 - $ 175.00
Design Technician $ 135.00 - $ 260.00
Drafting/Design $ 85.00 - $ 125.00
Business Services Manager $ 210.00 - $ 275.00
Admin Officer $ 75.00 - $ 215.00
Construction Manager $ 205.00 - $ 250.00
Engineer/Supervisor $ 150.00 - $ 200.00
Inspector/Specialist $ 80.00 - $ 165.00
Operator/Labourer $ 95.00 - $ 125.00
1 2
3 4
5 6
7 8
Reimbursement for vehicles used for proposed services will be at the federally approved mileage rates or at a negotiated monthly rate.

Overtime for non-exempt employees will be charged at 1.5 times the hourly billing rate.

If prevailing wage are applicable, the above billing rates and APC will be adjusted proportionate to the increase in labor cost
The Rate Schedule is subject to change annually
FY2022 US West Region Fee Schedule *
Fee Range
Rates are for employees of all GHD companies.

All travel cost will be invoiced at coach class rates. Lodging and meal expenses will be at cost unless per diem rate is negotiated.

Reimbursement for direct expenses incurred for proposed services, including sub-consultant services, will be billed at cost plus 15%
Associated project cost (APC) will be invoiced at the following rate:
b. Field Services/Construction Inspector APC: $11.50 / labor hour GHD has implemented a system of billing for consumables on a per hour basis. Associated Project Cost (APC) is a unit cost replacing the individual tracking of some of the consumable costs directly related to projects. Each year the total consumable audited costs are compiled from our general ledger including:
- Office consumables including engineering supplies and postage - Reproduction consumable costs including equipment lease and maintenance, printing, and - Communication consumables including telephone expenses - Equipment consumable including CADD, software, and IT expenses a. General Associated Project Charges APC: $6.50 / labor hour or 4% of labor costs Attachment 2 Page 652 of 876
GHD Clity of Ukiah    Talmage Road Rehabilitation Project II → ghd.com

Agenda Item No: 12.c.

MEETING DATE/TIME: 2/16/2022
ITEM NO: 2022-1294

AGENDA SUMMARY REPORT
SUBJECT: Award Professional Services Agreement to Coastland in the Amount of $285,353 to Prepare the Plans, Specifications, and Estimate for the Main Street Utilities Improvement Project, and Approve Corresponding Budget Amendments.

DEPARTMENT: Public Works PREPARED BY: Andrew Stricklin, Associate Engineer PRESENTER: Tim Eriksen, Director of Public Works / City Engineer
ATTACHMENTS:

1. RFP Main Street Utilities

2. Coastland - Main Street Utility Improvement Project

3. Coastland - Main Street Utility Project_Fee Proposal Summary: The City Council will consider awarding a professional services agreement to Coastland in the amount of $285,353 to prepare the plans, specifications, and estimate for the Main Street Utilities Improvement Project, and approve a corresponding budget amendment.

Background: This project is for the design of the rehabilitation of Main Street from East Gobbi Street north to Norton Street. Design for this project will include what is anticipated to be a combination of both reconstruction and paving overlay of the roadway where appropriate to a highly traveled route in disrepair. This project design will also include the replacement of both water and sewer utilities, construction of pedestrian ADA curb ramps as well as missing sections of sidewalk as appropriate.

Discussion: The City issued a request for proposals (Attachment 1) and sent it to local firms. In addition, staff posted the RFP on the City's website through eBidboard on December 16, 2021. In response to the City's RFP, three consulting firms submitted a proposal including Coastland Civil Engineering, BKF Engineers and GHD Inc. The selection committee consisting of City staff reviewed the proposals and selected Coastland as the recommended consultant to design this project. Coastland's billing rates are consistent with industry standards and their proposal best fits with the request and scope of this project. Coastland's proposal (Attachment 2) and the cost proposal (Attachment 3) are included with this report for reference.

Coastland's cost for the proposed work is $285,353. Staff recommends award of a professional services agreement to Coastland in the amount of $285,353. The funding source for this project will be the Series 2022 Lease Revenue Bonds.

Throughout the design process for this project, the Complete Streets Ad Hoc (Rodin, Crane) will continue to be engaged.

Recommended Action: Award professional services agreement to Coastland in the amount of $285,353 to prepare the plans, specifications, and estimate for the Main Street Utilities Improvement Project, and approve corresponding budget amendments.

BUDGET AMENDMENT REQUIRED: Yes
CURRENT BUDGET AMOUNT: 25200000.90410.18311: $0; 25224220.80230.18309: $0

PROPOSED BUDGET AMOUNT: 25200000.90410.18311: $285,353; 25224220.80230.18309 : $285,353 FINANCING SOURCE: Series 2022 Lease Revenue Bonds
PREVIOUS CONTRACT/PURCHASE ORDER NO.:

COORDINATED WITH: Tim Eriksen, Director of Public Works / City Engineer

CITY OF UKIAH

REQUEST FOR PROPOSAL

PREPARATION OF PLANS, SPECIFICATIONS & ESTIMATE
FOR

MAIN STREET UTILITIES IMPROVEMENT PROJECT
PROPOSALS DUE NOON, JANUARY 31, 2022
ATTACHMENT 1

1 REQUEST FOR PROPOSAL

MAIN STREET UTILITIES IMPROVEMENT PROJECT
December, 2021

GENERAL INFORMATION/PROJECT LOCATION
The City of Ukiah has a population of 16,075 people and is located approximately 115 miles north of San Francisco, CA on the US Highway 101 corridor. Ukiah is also the retail, government, and medical service hub to an area reaching a 50-mile radius and experiences a daytime service population exceeding 35,000 people. The City of Ukiah will be using internal Capital Improvement funding for utility and street rehabilitation items.

The project limits are within the City limits of Ukiah on Main Street beginning at East Gobbi Street and running north approximately 3,850 LF ending at Norton Street. (Attachment “A”) The Main Street Utilities Improvement Project is a rehabilitation of roadway and existing utilities as listed below:
• Complete reconstruction of the roadway in combination with selected areas of asphalt overlay as determined by the consultant and City staff. The consultant will provide recommendations for roadway sections and/or treatments.
• Replacement of existing 6” water main from East Gobbi to Norton Street including all service laterals and fire hydrants to the sidewalk as well as necessary valves and components. • Replacement of existing 6” sewer main from Marshall Street to Norton Street including all service laterals with cleanouts to the sidewalk and sanitary manhole replacements. • Replacement and upgrade of 27 curb ramps to ADA standards from East Gobbi Street to Norton Street. Some select ramps in the project limits are already completed or part of a different project and will be marked NIP in the location map. See Attachment “A” for ramps identified for replacement.
• Replacement of all existing striping and crosswalks in thermoplastic for project limits.

The City of Ukiah is requesting proposals from qualified firms for the preparation of Plans, Specifications & Estimate for the Main Street Utility Improvement Project. Inspection and construction contract administration are not part of this request for proposal. There are no DBE goals for this project, however, DBE participation is encouraged.

SCOPE OF SERVICES
The scope of services of this project is the preparation of Plans, Specifications & Estimate for the Main Street Utility Improvement Project. The Consultant’s proposal shall include, but not be limited to, the following:
• Coordinate a pre-project kick-off meeting.
• Review and evaluate existing documents and data.
• Perform a topographic survey, determine location of street and railroad rights-of-way and easements, identify and locate existing street improvements and utilities to be replaced. • Submit Preliminary Plans and cost estimate to the City for review and comment at the 30% stage. • After approval of the 30% design phase by the City, the consultant shall begin final design of the project. Scope of work shall include, but not be limited to, the following: pavement section design, including geotechnical investigation as required, utility replacement, striping, concrete and curb ramp improvements.
• Submit design plans, specifications and cost estimate to the City for review and comment at the 60%,

2 and 90% stage.
• Prepare a Storm Water Pollution Prevention Plan (SWPPP) for submission to the North Coast Regional Water Quality Control Board for the purpose of obtaining coverage under the General Permit for Discharges of Storm Water Associated with Construction Activity, if the disturbed area of the project is over one acre. Proposal shall provide optional cost for preparation of SWPPP. • Receive comments and prepare final plans, specifications and cost estimate for bid purposes. Provide one digital set of plans in both PDF and AutoCAD formats and one digital PDF set of specifications.

AutoCAD drawings will be provided to the contractor for the purposes of construction survey.

EXISTING DOCUMENTS
• Existing Sewer utilities map
• Existing Water utilities map
• Project limits map

SCHEDULE
Anticipated completion date, task, and time to complete task:
• December 2021 Issue Consultant Request for Proposal
• January 31, 2022 Proposals due (approx. 8 weeks)
• February 16, 2022 City Council Award Consultant Contract • February 2022 Kick-off meeting
• May 2022 Submit draft Conceptual Plan (30%)
• July 2022 Submit draft (60%) plans, specifications & estimate (PS&E) • September 2022 Submit draft (90%) PS&E
• October 2022 Submit final PS&E
The above scope of services and schedule does not preclude the Consultant, based on his or her project understanding and experience, from developing and proposing an alternative approach and schedule for achieving the City’s goal of a timely and successful project completion.

CONSULTANT’S PROPOSAL
Proposals shall be labeled “Main Street Utility Improvement Project”. Proposals shall be submitted to:
[email protected]
[email protected]
Submit (1) one electronic copy. Proposals must be received prior to noon, January 31st, 2022.

Proposals shall include as a minimum the following:

Project approach and schedule
Describe the proposed approach and procedures to be used in completing the tasks described in the Scope of Services. Include a proposed schedule showing completion of the various tasks.

Cover letter
The cover letter should include a brief overview of the specific approach and procedures the firm proposes to complete the tasks described in the Scope of Services. Please explain why the Consultant’s proposal is the best proposal for the City. The cover letter must be signed by an official authorized to bind the successful firm contractually and shall contain a statement to the effect that the proposal is a firm offer for a minimum period of thirty (30) days after the submittal date. The letter accompanying the proposal shall also provide the following: name, title, address, and telephone number of individuals with the authority to negotiate a contract and bind the consultant to the terms of the contract.

3 Project team
Describe the qualifications and experience of the firm as related to the project, and the proposed staff to be assigned to this project. Describe the qualifications and experience of any proposed sub-consultants and identify the work they will accomplish. Firms, sub-consultants and proposed staff must demonstrate experience with similar projects. Staff proposed to be in charge of the project must demonstrate significant experience supervising similar work. Describe the proposed team organization, current and previous work assignments, and man-hours budgeted for each team member. Provide the name and brief resume of the individual who will be in responsible charge of the project along with the names and brief resumes of the firm’s staff who will be assigned to the project.

Example work product
Provide a minimum of one example work product which includes an evaluation with illustration of a utility replacement and street rehabilitation project.

Fee proposal
Provide a fee proposal based on an hourly rate schedule with a “not to exceed” maximum cost for all work identified in the Scope of Services. Provide a tabulation of the project staff and number of work hours for each task. Indicate if travel time, mileage, and per diem will be charged. Include any sub-consultant cost.

Additionally, please identify miscellaneous costs associated with this proposal. Submit a copy of your firm’s current itemized hourly rate fee schedule.

Please submit the fee proposal in a separate email titled “Main Street Utility Improvement Project - Fee Proposal” to Andrew Stricklin at [email protected] References
Provide a list of similar projects for which the firm has completed similar projects with a list of at least three client references associated with these projects. Include client references for any proposed subconsultants. Provide names of contact person, addresses and telephone numbers for all client references.

Exceptions
Identify any exceptions you are proposing with respect to the Scope of Services. Additionally, if there are any exceptions to the City’s insurance requirements and/or the City’s draft professional services agreement as shown in Attachment “C,” the Consultant should list the exceptions in the proposal.

INSURANCE REQUIREMENTS
The insurance requirements are set forth in Attachment “C”.

EVALUATION OF CONSULTANT’S PROPOSAL
The following evaluation criteria and maximum points will be used in evaluating and selecting candidates:

1. Understanding of the work to be done. 30

2. Experience with similar kinds of work. 20

3. Quality of staff for work to be done. 20

4. Capability of developing innovative or advanced techniques. 10

5. Financial responsibility. 10

6. Demonstrated Technical Ability. 10

SUPPLEMENTAL REFERENCE INFORMATION
The following documents are provided for your reference:
• Location Map, Attachment “A”
• A draft professional services agreement, Attachment “B” • Insurance Requirements, Attachment “C”

RIGHT OF REFUSAL

4 The City reserves the right to reject any and all proposals without qualifications. Proposals will be considered only in their entirety. The City reserves the right to negotiate the specific requirements and costs for the Main Street Utility Improvement Project.

QUESTIONS
Questions shall be directed to:

Andrew Stricklin, Associate Engineer
(707)463-6297 [email protected]

CITY OF UKIAH
Proposal to Provide Preparation of Plans, Specifications and Estimate for
Main Street Utilities Improvement
Project
January 31, 2022
ATTACHMENT 2

SERVICES
Municipal Engineering
Capital Project Design
Construction Management
Building & Safety
Financing Assistance

MARKETS
Transportation
ADA Compliance
Flood Control & Drainage
Water
Wastewater
Public Facilities & Parks

Santa Rosa Auburn Pleasant Hill Fairfield
1400 Neotomas Avenue 11641 Blocker Drive, Ste. 170 3478 Buskirk Avenue, Ste. 1000 324 Campus Lane, Ste. A Santa Rosa, CA 95405 Auburn, CA 95603 Pleasant Hill, CA 94523 Fairfield, CA 94534 Tel: 707.571.8005 Tel: 530.888.9929 Tel: 925.233.5333 Tel: 707.702.1961 www.coastlandcivil.com
January 31, 2022
Andrew Stricklin, Associate Engineer
City of Ukiah
300 Seminary Avenue
Ukiah, CA 95482
Via email: [email protected] and [email protected] Subject: Preparation of Plans, Specifications, and Estimate for Main Street Utilities Improvement Project
Dear Andrew:

The Main Street Utilities Project presents an opportunity to replace the City’s aging infrastructure and improve pedestrian safety and accessibility. In order to meet the needs of the project, the City will need a trusted partner with specific experience who can act as an extension of City staff, providing personal, flexible and responsive service.

We believe Coastland offers just that. We have performed a field review, reviewed the RFP, and are confident that our proposal addresses the needs of this project.

Please consider the following benefits of the Coastland team:
 Experienced team — Our proposed Project Manager, Steven Van Saun, will be the City’s point of contact for this project. Steven is a Supervising Engineer at Coastland and has more than 14 years of directly applicable experience including project management of recent similar projects including the La Paloma, E. Haven, Rogers Way Sewer and Water System Improvements, Denton Way and Alderbrook Sewer Replacement, and Oakmont Sewer Main Upsizing projects for the City of Santa Rosa and State Farm and Commerce Water Line Replacement, for the City of Rohnert Park. Steven can be reached at the office by phone (707.571.8005) or email ([email protected]) to offer assistance with questions regarding this proposal. Steven will be assisted by staff who are experienced in the design of similar projects.
 Coastland is well-founded and dependable — We have provided similar services to public agencies in northern California for over 30 years. Over 90% of our work is from repeat clients, attesting to client confidence and satisfaction.  Creative Solutions — Our team brings decades of experience in utility replacements, roadway reconstruction, and curb ramp reconstruction. We approach each project with innovative ideas and solutions for working in a constrained urban environment such as Main Street.
 Coastland’s unique municipal perspective — For over 30 years Coastland has served municipal clients with both contract staff and as full City Engineering Departments. In this capacity, we have been involved in all phases of similar utility replacement projects – from the financing and planning stages, through design, construction management and timely completion. This experience provides us with a unique set of skills to manage this project that you likely will not find in other consultants.

As CEO of Coastland, I am authorized to sign contracts on behalf of the company. Per the RFP, our cost proposal and fee schedule are submitted in a separate file. This proposal and its associated cost shall remain a firm offer for a period of 30 days from the submission deadline of the proposal. I can be reached by email at [email protected]. We thank you for this opportunity and look forward to working with you.

Sincerely,
John Wanger, PE Steven Van Saun, PE
CEO Supervising Engineer

City of Ukiah Main Street Utilities Improvement Project | Table of Contents Cover Letter
Project Approach and Schedule........................................1 Understanding .......................................... 1 Project Approach....................................... 3 Scope of Services...................................... 4 Schedule ................................................... 8 Project Team.....................................................................9 Introduction ............................................... 9 Team Organization.................................... 9 Project Team QuaIifications .................... 11
Subconsultants........................................ 12 Example Work Product ...................................................13 References .....................................................................22 Exceptions ......................................................................28 Fee Proposal ..................................................Separate file Appendix
A. Coastland Resumes
B. Subconsultant Resumes

TABLE OF CONTENTS

City of Ukiah Main Street Utilities Improvement Project | 1 The City desires to replace aged and obsolete sewer and water mains along Main Street between East Gobbi Street and Norton Street. The project will also include roadway rehabilitation along the project length (approximately 3,850 LF), curb ramp
reconstruction and installation, and replacement of existing striping and crosswalks. The improvements will also add bike lane striping and markings in accordance with the City of Ukiah’s Bike and Pedestrian Master Plan. This plan calls for a Class III Bike Route with sharrows along Main St from E. Gobbi St to Clay Street and a Class II Bike Lane from Clay Street to Norton Street.

Approximately 3,300 linear feet of existing sewer main will be replaced in Main Street from Marshall Street to Norton Street. The existing sewer main is deteriorated 6-inch diameter VCP which will be replaced with 6” PVC sewer main. All existing sanitary sewer manholes within the project area will be replaced. Existing sanitary sewer laterals will also be replaced with new cleanouts installed in accordance with City Standards.

Approximately 3,600 linear feet of existing 6-inch ACP water main will be replaced with 6” PVC water main in Main Street from E.

Gobbi Street to Norton Street. It appears from the City water utility mapping, there is a 300 linear foot section of water main just north of East Smith Street that has been replaced with a 6-inch PVC water main and is anticipated to remain in place. All existing water services will be replaced with new water services, including new meters and boxes in accordance with City Standards.

The roadway pavement is in critical condition with current PCI values of 6-7 from East Gobbi St. to Mill St., 41 from Clay St. to Perkins St. and 10-14 from Perkins St. to Norton St. It is anticipated that the majority of the roadway pavement within the project area will need to be reconstructed. A geotechnical investigation including borings and soils testing will be used to evaluate and determine what rehabilitation and/or reconstruction will be required. Based on our preliminary field review of the project area we observed sections of broken curb and gutter and uplifted sidewalk that may need to be replaced with current City standard curb, gutter and sidewalk. Although we don’t anticipate the City will want to replace all of the existing curb and gutter and sidewalk, we will provide recommendations on which areas of curb, gutter and sidewalk should be replaced as part of our preliminary design efforts. Following the 30% design
memorandum submittal we will perform a field review with City

APPROACH

UNDERSTANDING

City of Ukiah Main Street Utilities Improvement Project | 2 staff to confirm specific limits of replacement. During our preliminary field review we also observed areas where there is no sidewalk behind the curb. In order to provide a continuous path of travel for pedestrians from crossing to crossing we recommend these missing pockets of sidewalk be included as part of the improvement project. We understand these areas are not part of the project, but we can provide design of new sidewalk in these areas as an added option for the City’s consideration.

There are 27 locations indicated in the RFP documents where curb ramps will need to be either reconstructed or new ramps installed where none currently exist. Based on our field review one of these ramps (NW corner of East Church Street) that appears to be newer and ADA compliant. This ramp will be evaluated for compliance with current ADA criteria and
reconstructed if required. At the intersection of East Mill St and South Main St it appears we could remove one of the proposed ramps (NE corner) and have only one crosswalk across Main St. Installing a ramp at this location would likely need to encroach into an existing driveway.

Newly constructed or replaced curb ramps will be designed as directional ramps where feasible.

Directional ramps will likely require modifying the curb return radius or creation of bulb-outs in some areas.

As the project involves replacement of existing sanitary sewer mains, water mains and reconstruction of existing City streets, and does not exceed one mile in length it should be considered as Categorically exempt from the provisions of the California Environmental Quality Act (CEQA).

The City desires to have construction documents prepared and ready for bidding by October 2022. Coastland understands close coordination with City staff is an important aspect to deliver the project on time and within budget. Coastland will complete the contract specifications, plans and engineer’s estimate; collaborate with City staff to address plan check comments; and provide bid assistance to assist the City in answering question and/or issuing addenda.

Coastland understands this is an important project for the City. This project will replace and upgrade an integral part of the neighborhood infrastructure. Its significance highlights the importance of performing the work in a timely manner as well as fully informing the City Council, public and key stakeholders of the impacts and opportunities of the project.

City of Ukiah Main Street Utilities Improvement Project | 3 Coastland will begin the project by evaluating project needs and reviewing available background information. Our team will coordinate closely with City staff and other stakeholders as appropriate to gain a comprehensive assessment of the project needs.

Following the initial coordination and background efforts, Coastland will review and layout preliminary curb ramp alternative designs, assess right-of-way impacts, and other site constraints.

Utility potholes will also be performed at critical locations to evaluate potential utility conflicts.

Coastland will meet with the City at project milestones and reach out to the public to discuss project impacts.

To maintain a high level of quality and completeness, Coastland’s team will devote themselves to managing their time wisely, developing innovative solutions, and maintaining clear and consistent communication with the City. During the initial phase, the Coastland team will work closely with City staff to evaluate any non-standard design conditions, potential utility conflicts and other key issues that may affect the design of the project. Our construction management team and our in-house Certified Access Specialist (CASp) will review the project plans to ensure constructability and compliance with ADA requirements, as well as look for opportunities to save money by using alternate construction methods.

The City of Ukiah has adopted the City of Santa Rosa’s 2017 Storm Water Low Impact Development Technical Design Manual (Manual) which sets requirements for compliance with the City’s NPDES MS4 Permit. Projects that create or replace a combined total of 10,000 square feet of impervious surface trigger the requirements of the Manual. The roadway reconstruction area greatly exceeds 10,000 square feet and may meet the definition of reconstructed or replaced pavement. The Manual defines reconstruction or replaced impervious surface as work that extends into the subgrade of a pavement section. The existing and proposed pavement sections will need to be evaluated to determine if the reconstruction work will extend into the subgrade soils. Coastland will work with the City to evaluate the pavement sections and complete the Storm Water LID Determination Worksheet. If it is found the project will trigger the requirements of the Manual, Coastland can prepare an additional scope of services and cost proposal to design LID Measures to comply with the Manual. Coastland is fully capable and experienced in designing Low Impact Development (LID) BMP’s to comply with the Manual.

In summary, our approach will focus on:
 Collaborating closely with City staff—we will serve as an extension of your staff while remaining accessible and responsive to any questions.
 Review of water main alignments and minimizing impacts.  Evaluating repair of broken curb and gutter and sidewalk uplift areas.  Providing ADA compliance at the curb ramp locations.
 Provide constructability review and recommended construction means and methods to the City for inclusion into the contract documents.

We will apply our local experience
and knowledge to provide
innovative and creative solutions
on this project.

APPROACH

City of Ukiah Main Street Utilities Improvement Project | 4 Our approach to this project will build upon the City’s Scope of Services contained the RFP. The following Scope of Services is based on our understanding of the project and assessment of project opportunities. Coastland understands that clear communication and managing time wisely are keys to getting the most mileage out of available funds and our Scope of Work has been prepared with that in mind.

TASK 1 – PROJECT MEETINGS, PRELIMINARY RESEARCH AND

COORDINATION
Meetings with City Representatives
We propose to meet with City staff to discuss project details, establish goals, review the project schedule and coordinate efforts. Included are the project kick-off meeting and three (3) progress design reviews (30%, 60%, and 90% submittals).

Background Information
We will assemble available City information pertaining to the project including as-built drawings, benchmark information, utility information, sewer videos and log information, base maps, right-ofway data and additional pertinent information for the project.

We will take digital photos of the site and observe existing conditions in the field so we may be able to identify any unusual or special conditions that may affect the project design or construction.

Utility Coordination
We propose to coordinate with outside utility companies to ensure that all existing facilities, both underground and overhead, are identified accurately during the design phase. We will write letters to PG&E, AT&T, and Comcast informing them of the project and requesting their facility drawings.

After reviewing the utility maps and evaluating the initial project design, we will advise the City where utility markouts or potholing may be required. Because pothole efforts can vary greatly from project to project and will not be identified until after the 30% stage, it is difficult to determine if potholing will be required and to what extent. For the purposes of this proposal, we have included the cost for a utility vacuum excavation contractor to perform four (4) potholes in the project area. Since this is a City project, we have assumed the fee for the required encroachment permit will be waived. Effort for coordination with utility companies and to request relocations, if necessary, are not included in this scope. However, we would be happy to assist the City with these items once the efforts are quantified during design.

TASK 2 – TOPOGRAPHIC SURVEY AND RIGHT OF WAY DETERMINATION Our subconsultant, Cinquini and Passarino, Inc. (CPI), will conduct the topographic survey of the project area The work will include performing a ground topographic survey and prepare a map at 1” =20’ scale with a one-foot contour interval. Survey limits will be from back of sidewalk to back of sidewalk (where present). Surface evidence of underground utilizes that may exist along the roadway but beyond the limits of topographic mapping will also be surveyed.

Topographic survey will include all necessary work to produce a topographic map, including features such as, but not limited to; building corners and elevations, curb lines, flowline of gutter, lip of gutter, water meters, sewer cleanouts, valves, manholes (including rim, invert and pipe information), utility markings on the pavement, utility poles, driveway and doorway locations, sidewalks, trees four (4) inches and larger, retaining wall or decorative walls, and any other pertinent information that could apply to the project during design. Topographic survey will be

SCOPE OF SERVICES

City of Ukiah Main Street Utilities Improvement Project | 5 provided on North American Vertical Datum of 1988. The topographic map will be horizontally related to the California Coordinate System of 1983, Zone II.

Cinquini & Passarino will locate existing survey monumentation to establish the right of way along the project corridor. CPI will begin by reviewing existing record maps, City control maps, if available, deeds and other pertinent documents. Once the records research and field monument ties have been completed, CPI will determine the right of way and provide the information to Coastland for their use. This work will also be used in conjunction for the preparation and filing of a record of survey with the County of Mendocino.

Task 2 Deliverables: Sealed hardcopy of the Topographic Survey Map, Right-of-Way Survey and Record of Survey
TASK 3 – GEOTECHNICAL INVESTIGATION
Our subconsultant, RGH will provide the Geotechnical Investigation for the project to assist in the evaluation and design of the pavement rehabilitation and/or reconstruction.

RGH will review the published geologic data and available geotechnical information from their files for the area. RGH’s engineer or geologist will conduct a surficial reconnaissance of Main Street and mark proposed exploration areas with white paint. RGH will contact Underground Service Alert (USA) so that their members will mark the locations of their utilities within the area of our proposed exploration locations. RGH’s engineer or geologist will mark 10 to 12 locations along the project segment.

As required by the City, RGH will obtain an encroachment permit for drilling in the street. It is assumed that the cost for the permit will be waived because the work is being done for the City.

As required for work within Ukiah, RGH will contract with a traffic control sub-consultant to prepare a traffic control plan (TCP), which will be submitted as part of the encroachment permit submittal package.

Once the locations have been cleared of utilities and the encroachment permit approved, RGH will explore the subsurface conditions by drilling borings at each marked location using a truckmounted drill rig. The borings will extend through the existing pavement section and into the underlying subgrade soils. We anticipate depths of 2 to 4 feet. RGH’s engineer will log the borings and obtain bulk and relatively undisturbed samples for visual examination, classification, and laboratory testing. Selected samples representative of the subgrade material types encountered will be laboratory tested to determine their R-value. Traffic control will be provided.

Based on the analysis of the field and laboratory work, RGH will develop the following geotechnical information:

1. A brief description of the pavement sections encountered; and

2. Specific conclusions and recommendations concerning:
a. Primary geotechnical engineering concerns and mitigating measures, as applicable; b. Pavement rehabilitation sections;
c. Asphalt overlay options; and
d. Supplemental geotechnical engineering services.

RGH will present the results of the study in a written report that includes summaries of the field and laboratory work. Following submittal of the report, RGH will provide on-call consultation during the project design. In addition, RGH will assist in preparing the specifications.

City of Ukiah Main Street Utilities Improvement Project | 6 TASK 4 – 30% IMPROVEMENT PLANS (PRELIMINARY DESIGN)
Following our background research, including documentation gathering, utility and survey coordination and field review, we will prepare a 30% submittal, which will include a design memorandum, 30% drawings, and preliminary engineer’s estimate. The memorandum will outline the proposed design, site conditions, any conditions in conflict with City Standards and design requirements, and potential utility conflicts. Although environmental or right-of-way concerns are not anticipated, we will identify any issues if they arise at this time. The drawings will include the proposed plan-view alignment of the sewer, water, roadway reconstruction and pedestrian ramps on the topographic survey.

Coastland will also work with the City to complete the Storm Water LID Determination Worksheet to determine if the project will trigger the requirements of the LID Technical Design Manual.

The 30% submittal will include one (1) design memorandum, three (3) sets of preliminary plans (22” x 34”), three (3) copies of the preliminary engineer’s estimate, and one (1) copy of the completed LID Determination Worksheet. We will also provide electronic files in MS Excel and PDF formats as appropriate.

TASK 5 – 60% IMPROVEMENT PLANS, SPECIFICATIONS AND ESTIMATE Following the review of the 30% submittal, we will prepare a 60% submittal of the plans, specifications (technical and front-end sections) and engineer’s estimate. The draft front-end specifications will be based upon City-furnished boilerplate template documents. The 60% submittal will address all City comments on the 30% submittal. The submittal will include plan and profiles for the sewer and water main replacement, manhole replacement, lateral replacements, water service replacements, storm drain modifications (if required), roadway reconstruction, curb ramp details, and trench restoration details.

Coastland’s Construction Manager will perform a review of the 60% documents and walk the site to ensure constructability. Through this review, we will help minimize claims and potential change orders as well as look for opportunities to save money by using alternate construction methods.

Included in the submittal will be three (3) sets of full-size plans (22” x 34”), three (3) copies of the draft technical specifications and three (3) copies of the updated engineer’s estimate. We will also provide electronic files in MS Word, MS Excel, and PDF formats as appropriate.

TASK 6 – 90% IMPROVEMENT PLANS, SPECIFICATIONS AND ESTIMATE The project design will essentially be complete for this submittal. All comments from the City’s review of the 60% submittal will be addressed. Included in the submittal will be three (3) sets of plans, three (3) copies of the technical specifications and three (3) copies of the updated engineer’s estimate. We will also provide electronic files in MS Word, MS Excel, and PDF formats as appropriate.

TASK 7 – FINAL PLANS, SPECIFICATIONS AND ESTIMATE
Following the City’s review, we will address any comments on the 90% submittal and provide the City with two (2) sets of drawings, final engineer’s estimate and electronic specifications for review to verify all comments have been addressed. Following the City’s final review, we will prepare

City of Ukiah Main Street Utilities Improvement Project | 7 final bid documents, including stamped and signed mylar drawings and camera-ready specifications. The final approved drawings in electronic AutoCAD format, and all related files in MS Word, MS Excel, and PDF formats as appropriate. We will also provide AutoCAD drawings to the contractor for the purposes of construction survey following City award of the project.

TASK 8 – BID ASSISTANCE
During the bidding process, we will provide bid assistance to the City to answer questions that may arise during the bidding phase. This will include assisting the City in preparing up to one (1) addendum that may be necessary.

Please note that the time associated with this task does not include any time necessary for bid protests. If a bid protest is issued by any of the bidders, we can provide this as an additional service on a time and materials basis, as the time to process the protest is unknown.

TASK 9 – OPTIONAL TASKS
As an optional subtask, we will prepare a Storm Water Pollution Prevention Plan (SWPPP) for submission to the North Coast Regional Water Quality Control Board for the purpose of obtaining coverage under the General Permit for Discharges of Storm Water Associated with Construction Activity, if the disturbed area of the project is over one acre.

As an optional subtask we will include the design for the in-fill sidewalk areas where none exists to provide a continuous path of travel for pedestrians.

OPTIONAL SERVICES
The following work is not included in our proposal. However, Coastland would be pleased to provide these services if the City desires:
 Post construction stormwater BMP design.
 Environmental assessments or permitting.
 Public coordination and outreach.
 Construction design support services
 Construction Management or inspection assistance.
 Utility coordination beyond that noted above.
 Meetings beyond those noted above.

City of Ukiah Main Street Utilities Improvement Project | 8 After considering our specific approach to this project, we have provided a proposed schedule and will work closely with the City to meet your scheduling goals. The following schedule provides a framework for completion of project tasks and reflects a realistic approach to completing this project. If desired, this schedule can be modified with a corresponding change to the Work Plan.

Coastland staff has the ability to meet the required time schedules and is committed to doing so.

Coastland is prepared to begin work upon receipt of a Notice to Proceed (estimated mid-February 2022). Our first task will be to work with the City to finalize a project schedule and identify milestones of each task. Our preliminary schedule shows estimated completion dates of major milestones dependent on City review timeframes. Our proposed schedule allows time for a threeweek City review at 30%, 60% and 90% submittals.

SCHEDULE

ID Task Name Duration Start Finish
1 Notice to Proceed 1 day Wed 2/16/22 Wed 2/16/22
2 Kickoff Meeting 1 day Mon 2/21/22 Mon 2/21/223 Initial Project Design 40 days Thu 2/17/22 Wed 4/13/224 Background Information 2 wks Tue 2/22/22 Mon 3/7/225 Topographic Survey 5 wks Thu 2/17/22 Wed 3/23/226 Geotechnical Investigation 8 wks Thu 2/17/22 Wed 4/13/227 Utility Coordination 2 wks Thu 2/17/22 Wed 3/2/228 Field Review 2 wks Thu 2/17/22 Wed 3/2/229 30% Submittal 36 days Thu 3/24/22 Thu 5/12/22 10 Prepare 30% Submittal 4 wks Thu 3/24/22 Wed 4/20/2211 City Review ‐ 30% Submittal 3 wks Thu 4/21/22 Wed 5/11/2212 30% Submittal Review Meeting 1 day Thu 5/12/22 Thu 5/12/2213 60% Submittal 66 days Fri 5/13/22 Fri 8/12/2214 Prepare 60% Submittal 10 wks Fri 5/13/22 Thu 7/21/2215 City Review ‐ 60% Submittal 3 wks Fri 7/22/22 Thu 8/11/2216 60% Submittal Review Meeting 1 day Fri 8/12/22 Fri 8/12/2217 90% Submittal 41 days Mon 8/15/22 Mon 10/10/2218 Prepare 90% Submittal 5 wks Mon 8/15/22 Fri 9/16/2219 City Review ‐ 90% Submittal 3 wks Mon 9/19/22 Fri 10/7/2220 90% Submittal Review Meeting 1 day Mon 10/10/22 Mon 10/10/2221 Final Submittal 2 wks Tue 10/11/22 Mon 10/24/2222 Begin Bid Phase 1 day Tue 10/25/22 Tue 10/25/22 Initial Project Design
30% Submittal
60% Submittal
90% Submittal
Final Submittal
Begin Bid Phase
Feb '22 Mar '22 Apr '22 May '22 Jun '22 Jul '22 Aug '22 Sep '22 Oct '22 Main Street Utilities Improvement ProjectPreliminary Design Schedule Jan. 31, 2022

City of Ukiah Main Street Utilities Improvement Project | 9 The Main Street Utilities Improvement Project seeks to
rehabilitate the roadway and existing utilities on Main Street beginning at East Gobbi Street and running north approximately 3,850 LF ending at Norton Street. Coastland Civil Engineering, Inc. (Coastland) is proposing our most qualified personnel, each with relevant utility and accessibility experience to ensure this project is delivered to the satisfaction of the City and in accordance with all local requirements. Our team includes a design and construction management team with years of
experience in utility replacement and roadway reconstruction projects You can be confident knowing our team has the proven expertise to successfully complete this project.

Coastland was founded in 1991 to provide civil engineering, construction management, and building department services to public agencies spanning Northern California. Since Coastland opened its doors over 30 years ago, our projects have encompassed a wide variety of water, wastewater, transportation, drainage, flood control and public facilities.

Coastland’s approach is a little different from most consultants. We function as a trusted partner to our clients, literally becoming an extension of our clients’ staff and an integral part of the project team. This uncommon partnership helps our clients achieve more, especially when resources are limited.

You can be confident knowing our team has the proven expertise to successfully complete this project. With a staff of over 70 professional engineers, technicians, construction managers and support staff, Coastland has ample resources to respond to the needs of this project and make it a priority. Proposed Project Manager, Steve Van Saun, PE, will be the City’s single point of contact and will manage communications and coordinate day-to-day activities among Coastland’s support staff. Steve has been involved in many utility projects in his career, most recently for the City of Santa Rosa managing the East Haven Sewer and Water System Improvements and the La Paloma Ave/East Haven Dr./Rogers Way Sewer and Water System Improvements as well as the CIP water utility replacement projects for Sweetwater Springs Water District. Heidi Utterback, PE, Principal, is the Principal-in-Charge and will provide QA/QC services. Heidi has been involved with previous Ukiah projects including the utility replacements, road rehabilitation and curb ramp improvements for Clara Avenue, phases 1 and 2.

Coastland places a high priority on ensuring we do not over commit individuals, nor leave any need unmet. Prior to assembling a team, we carefully assess our workload so we can be open and honest about our availability and response times. This will ensure prompt review and facilitate timely response to inquiries from the City.

Over 90% of our work is from
repeat clients, attesting to client
satisfaction and confidence.

Coastland has ample resources to
make this project a priority.
“Everyone is really impressed with
how the job turned out on this
end. We are constantly getting
compliments. I appreciate
everything you have done for us.”
– Dale Withers, Facilities Director,
Pacific Union College

PROJECT TEAM

INTRODUCTION

TEAM INTRODUCTION

City of Ukiah Main Street Utilities Improvement Project | 10

COMMITMENT
The organization chart below
illustrates the personnel who are
committed to be available to the
City’s project. All proposed team
members are qualified and
available to serve the City and
will be committed to providing
efficient services on your project.

Coastland will not substitute any
proposed staff without prior
approval from the City.

AVAILABILITY
It will be important for the
selected team to be fully
committed and available to
successfully execute this
project. This will ensure every
detail is considered and also
facilitate timely response to
inquiries from the City. Steve is
available to devote the
necessary time to manage this
project and estimates his
involvement would average
between 4 to 8 hours per week to oversee project staff, provide direction as necessary, and maintain regular contact with the City.

Our goal is to be accessible, flexible and efficient. The availability of our proposed staff will ensure that this goal is accomplished.

STAFFING STABILITY
Coastland is well-founded and dependable. Having served public agencies exclusively for over 30 years, we understand the staffing requirements and flexibility required by cities and special districts. Coastland’s team continues to grow, and we have expanded and improved our staffing and services to meet our clients’ needs. We have long-term relationships with many of our clients stretching as long as 30 years. Our record of repeat clients, combined with the growth of our staff, attests to the client confidence and staffing stability.

Our multi-disciplinary staff provides Coastland with ample resources to respond to the City’s requests, while still providing a highly personal approach which is not often found in larger firms.

ACCESSIBILITY
Coastland staff can meet regularly with City staff and are accessible to the City via phone and email. For the City’s convenience, all services related to this project can be accessed by contacting one primary contact: Steve Van Saun, PE. The City can be assured of prompt responses to inquiries.

CITY OF UKIAH
Andrew Stricklin, Associate Engineer
Steven Van Saun, PE
Supervising Engineer
Project Manager
Engineering Staff
Sergio Fuentes, Asst. Eng.

Design Assistance Sr. Engineering Technician
Mike Janet
Constructability Review
Heidi Utterback, PE
Engineering Design Manager
Principal-in-Charge
QA/QC
Subconsultants
Cinquini & Passarino, Inc.

Survey Services
RGH Consultants
Geotechnical Engineering

City of Ukiah Main Street Utilities Improvement Project | 11 Our key staff is dedicated to the City of Ukiah and this project. Following are brief summaries of our team members and their experience. Resumes for each staff member may be found in the Appendix A.

HEIDI UTTERBACK, PE STEVEN VAN SAUN, PE

PRINCIPAL IN CHARGE, QA/QC PROJECT MANAGER
Education: B.S., Civil Engineering,
University of California, Davis
Years of Experience: 32
License: Civil Engineer, CA 53723
Education: M.S., Civil Engineering,
Rutgers University
B.S. Civil Engineering, New Jersey
Institute of Technology
Years of Experience: 14
License: Civil Engineer, CA 86180
Highlights:
• Coastland Civil Design Group Manager
• Recently designed and managed the City of Ukiah Clara Ave Phase 2 Improvement Project
Highlights:
• Involved in more than 30 capital projects ranging from $220K to $1B
• Managed three (3) recent projects for the City of Santa Rosa Selected Experience Overview:

City of Santa Rosa
• 20+Sewer, Water & Storm Drain Improvement Projects
• Slater St. & Lewrosa Wy. Sewer & Water System
Improvements (Most recent project)
Bodega Bay Public Utility District
• Ranch Rd. Sewer Repairs
• Zone 1&2 Sewer Rehabilitation Project
City of Cloverdale
• Clark Ave. 27” Sewer Main Replacement
• Sewer Master Plan Update
City of Rohnert Park
• Adrian Wy. Sewer & Water Rehabilitation
• Alta Ave. & Almond St. Sewer & Water Rehabilitation
Sweetwater Springs Water District
• 2018 CIP Water Main Replacement
• 2017 CIP Water Main Replacement
City of Ukiah
• Clara Ave. Neighborhood Enhancement
Selected Experience Overview:

City of Santa Rosa
• East Haven Sewer and Water Improvements
• Oakmont Dr. Sewer Main Upsizing
• La Paloma, E. Haven Dr., Rogers Wy. Sewer & Water
System Improvements
• Slater St. & Lewrosa Wy. Sewer & Water System
Improvements
• Sewer Replacement at Alderbrook Lane & Denton Way
• Parking Lot #10 Improvements
City of Rohnert Park
• State Farm Dr. & Commerce Blvd. Water Line Replacement Pacific Union College
• Water Storage Tank Replacement
City of Piedmont
• 2018 Pavement Project
• Oakland Ave. Rehab Project
Sweetwater Springs Water District
• 2021 CIP Water Main Replacement

SERGIO FUENTES, EIT MICHAEL JANET

DESIGN ASSISTANCE CONSTRUCTABILITY REVIEW / BID SUPPORT Education: B.S., Civil & Environmental
Engineering, University of California,
Davis
Years of Experience: 6
License: EIT, California
Years of Experience: 23
Selected Experience Overview:

City of Santa Rosa
• Slater St. & Lewrosa Wy. Sewer & Water System
Improvements
City of Berkeley
• MLK Jr. et. al. Sewer Rehabilitation
Bodega Bay Public Utility District
• Contract District Engineering
• Sewer Rehabilitation Project
City of Piedmont
• Storm Drain Mapping Project
• Annual Sanitary Sewer Rehabilitation
City of Rohnert Park
• State Farm Dr. & Commerce Blvd. Water Line Replacement • 2019 Pavement Preventative Maintenance Program
Sweetwater Springs Water District
• 2021 CIP Water Main Replacement
Highlights:
• Managed the construction of more than 50 roadway and
utility projects for public agencies
• Wide ranging knowledge of construction methods
Selected Experience Overview:

City of Santa Rosa
• 30+Sewer, Water & Storm Drain Improvement Projects
Bodega Bay Public Utility District
• Ranch Rd. Sewer Repairs
• Zone 1&2 Sewer Rehabilitation Project
City of Cloverdale
• Clark Ave. 27” Sewer Main Replacement
• Sewer Master Plan Update
City of Rohnert Park
• Adrian Wy. Sewer & Water Rehabilitation
• Alta Ave. & Almond St. Sewer & Water Rehabilitation
Sweetwater Springs Water District
• 2017 & 18 CIP Water Main Replacement

PROJECT TEAM QUALIFICATIONS

City of Ukiah Main Street Utilities Improvement Project | 12 Coastland’s subconsultants have been selected based on their technical abilities, their experience with Coastland, and their successful direct relevant experience. Resumes and references for subconsultants are provided in Appendix B.

Cinquini & Passarino will assist Coastland with all required surveying on this project. Established in 1954, Cinquini & Passarino, Inc. (C&P) has a history of stability and reliability throughout the North Bay providing municipal and private clients with reliable surveying services ranging from topographic surveys, railroad surveys, boundary surveys, right of way surveys, terrestrial laser scanning, aerial drone surveys, hydrographic surveys, GIS services and construction surveys. Their focus is land surveying and with offices in Santa Rosa, Healdsburg, Napa and Oakland, C&P is a proven leader among land surveying consultants servicing the northern Bay Area.

C&P is an innovative and problem-solving land surveying firm. They utilize the latest technology in surveying and mapping to increase efficiency while maintaining the high accuracy and quality of survey deliverables for which they are known. While applying the latest in survey equipment such as Unmanned Aerial Systems (drones), Total Stations, GNSS Global Positioning Technology, and Electronic Field Computers is essential, it is their knowledgeable team of professionals and highly skilled staff that brings value to municipal projects.

RGH Consultants is a privately owned company that ranges from 25 to 30 employees depending on seasonal workload. RGH
Consultants was founded in 1991 as a full-service firm with expertise in geotechnical engineering, engineering geology, and construction observation and testing. RGH has grown to become one of the largest locally owned geotechnical engineering firms in the northern Bay Area. Headquartered in Santa Rosa, California, RGH has a satellite office in Napa, California. In 1997, RGH added a geotechnical testing laboratory that subsequently expanded to include asphalt testing. RGH’s laboratory is certified by AMRL, the California Division of the State Architect (DSA), the Army Corps of Engineers and Caltrans. RGH’s staff of professional engineers and geologists, field engineers and engineering technicians collectively have decades of experience in geotechnical engineering, engineering geology, construction observation, and materials testing in northern California with an emphasis on work in Sonoma County and Napa County. These services have been provided on public works projects including design and construction of roadways, bridges, treatment facilities and pipelines.

SUBCONSULTANTS

City of Ukiah Main Street Utilities Improvement Project | 13 The following pages include several plan sheets from relevant projects including Clara Avenue Reconstruction Project - Phase 2 for the City of Ukiah, and La Paloma Ave./E Haven Dr./Rogers Way Sewer and Water System Improvements and Slater St. and Lewrosa Way Sewer and Water System Improvements for the City of Santa Rosa. Full plans can be found at the following link:
https://coastlandcivilmy.sharepoint.com/:f:/p/spayde/EjUpz8ZAKypGsWex0oiw1DABSirFoVMcg4wReepxrX_v7w?e= 9OLjsT

EXAMPLE WORK PRODUCT

City of Ukiah Main Street Utilities Improvement Project | 14

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City of Ukiah Main Street Utilities Improvement Project | 22

CITY OF UKIAH

CLARA AVENUE NEIGHBORHOOD ENHANCEMENT
The primary goal of this project was to provide safe and functional facilities for pedestrians and to extend the roadway life on older streets near the City’s downtown area. To accomplish this, Coastland prepared a community-based design plan that
improves pedestrian facilities, drainage patterns, and pavement conditions on Clara Avenue. The streets in need of improvement lacked contiguous sidewalks, ADA compliant curb ramps and underground drainage facilities and had poor pavement
conditions.

Coastland’s services included reviewing a variety of traffic calming and pavement rehabilitation measures and recommending the most effective improvement. Traffic calming and pedestrian measures included the use of intersection and mid-block bulbouts, edge striping, alternating parking, hatched crosswalk markings and road narrowing. Coastland addressed the poor pavement conditions and recommended the most cost-effective
rehabilitation. Services also involved obtaining community input through public workshops to gather local information about needs, concerns, and recommendations. Due to lack of funds for construction, the City has only constructed a portion of Clara Avenue (Phase 1). In 2020 Coastland revised the improvement plans for Clara Avenue to include sewer main replacement as well as updates to bring the improvements to current standards and site conditions. As future funds become available the City can use the completed updated design plans (Phase 2) to advertise for bidding and construction.

CITY OF SANTA ROSA – ON-CALL SERVICES (2000-PRESENT)
Coastland has provided continuous on-call design and
construction management services under a Master Services Agreement with the City of Santa Rosa since 2000. In this capacity, Coastland has been responsible for designing and inspecting the repair and/or replacement of antiquated water, sewer and storm drain systems through the City. A majority of the work has involved improving gravity sewer lines. Many of these projects involved abandoning existing water mains located in backyards and installing new mains within City right-of-way.

Numerous projects also included street reconstruction with full depth asphaltic concrete paving or asphaltic concrete overlay, and replacement of curb ramps and sidewalk sections. To date, Coastland has performed design and/or construction
management and inspection on over 50 public works projects with construction costs ranging from $70,000 to over $4 million.

Coastland provided design and construction
management/inspection services on the
Farmers Lane Well Flushing Main Project
which was awarded the 2015 Project of the
Year award for Infrastructure from ACEC.

REFERENCES
Jason Benson, Senior Engineer
[email protected] (707)
(707)510-5485
Design Fee: $97,246 (Ph.1 & 2)
Construction Dates: Ph 1-May
2011; Ph 2 (TBD)
Construction Estimate: Ph 1
$974,839 ; Ph 2 $3.06M
Construction Cost: Ph 1 $849,765 ;
Ph 2 (TBD)
Subconsultant: Cinquini &
Passarino - Survey

City of Ukiah Main Street Utilities Improvement Project | 23 A selection of the projects for which Coastland has provided design and/or construction management services under this contract are listed below:

Project Construction Cost
E. Haven Dr. Sewer and Water Improvements Currently in design Slater St. and Lewrosa Way Sewer and Water System Improvements Currently in design La Paloma Ave./E Haven Dr./Rogers Way Sewer and Water System Improvements $2,150,000 Oakmont Drive Sewer Main Upsizing $585,000
Accessibility Howarth Park Accessibility Alterations $850,000 Galvin Park Pathway Accessibility Improvements $340,000 Long Drive & Vicinity Sewer & Water Improvements $2.2 million Farmers Lane Well Flushing Main $616,000
Robles Trunk Sewer Lining $1.6 million
Austin Way Area Sewer & Water Rehabilitation $2.6 million Brentwood Dr., Church St., Sheridan Dr., & Spring Creek Drive S&W Improvements $1.9 million Delport Ave. & McMinn Ave. Sewer & Water Improvements $2.5 million Summerfield Rd. & Sonoma Ave. Zone 6 & 9 Water Pumper Connections $450,000 Stations 6, 7 & 12 Generators Improvements $883,999
King Street Phase II Sewer & Water Improvements $1.3 million Llano Trunk Sewer Improvement—W. College Wet Weather Facility $2.5 million Meadow Lane Effluent Storage Facilities Ponds “B”, “C” & “D” Repairs $4.5 million Valley Center Dr., Village Side Dr. Sewer & Water Improvements $1.1 million Laguna Treatment Plant Trunk Sewer Interconnect $3.2 million Bishop, Brookside, Brookwood Sewer & Water Replacements $1.9 million Steele Lane Sewer & Water Replacement $1.4 million
Midway / Magowan Phase Water & Sewer Replacements (Ph II & IV) $3.2 million Todd Road Trunk Sewer Improvements $3.1 million
Spring Creek Drive Sewer and Water Replacements $3 million 3rd Street Sewer and Water Improvements $2.5 million
Montgomery and Talbot Sewer and Water Improvements $1.6 million Bosley Street and Vicinity Sewer & Water Main Replacement $2.8 million Mendocino Avenue Water & Sewer Main Improvements $1.5 million LA PALOMA E. HAVEN ROGERS WAY SEWER AND WATER SYSTEM

IMPROVEMENTS
Coastland provided engineering design services to replace aged and obsolete sewer and water mains in East Haven Drive, Rogers Way, and La Paloma Avenue. The project included roadway reconstruction, curb and gutter replacement, curb ramp
reconstruction and installation, and drainage improvements. The project construction was completed in February 2021.

Approximately 1,250 linear feet of existing 4” CI water main was replaced with 8” PVC water main in East Haven Drive from 4th Street and extended approximately 125 linear feet past Eleanor Avenue and connect to an existing 6” AC water main. The existing 6” AC dead end water main in La Paloma was upsized to an 8” PVC water main and extended approximately 320 linear feet to the existing 8” cross at Siesta Lane. Existing water services were replaced with new water services with new meters and boxes in accordance with City Standards. In addition to the water line replacement, approximately 2,030 linear feet of existing sewer main in East Haven Drive between 4th Street and Eleanor Avenue, La Paloma Avenue between East Haven Drive and Rogers Way, and Rogers Way between 4th Street and La Paloma Avenue was replaced. All existing sanitary sewer manholes within the project area were replaced. Existing sanitary sewer laterals will also be replaced with new cleanouts installed in accordance with City Standards.

Grant Bailey, Associate Civil
Engineer
[email protected]
(707) 543-4508
Design Fee: $175,565
Construction Dates: Aug. 2020 –
Feb. 2021
Construction Estimate: $2.8M
Construction Cost: $2.15M

City of Ukiah Main Street Utilities Improvement Project | 24

SLATER STREET WATER & SEWER REPLACEMENT
Coastland is providing engineering design services to replace aged and obsolete sewer and water mains along Slater Street from Dexter Street to Lewis Road and along Lewrosa Way. The project will also include roadway reconstruction, curb ramp reconstruction and installation, and curb and gutter replacement.

Approximately 1,620 linear feet of existing sewer main will be replaced in Slater Street between Dexter Street and Lewis Road and in Lewrosa Way. The existing 6-inch VCP sewer main will be replaced with 6-inch PVC and the 330 linear feet of 6-inch FRP sewer main in the private sewer easement from Lewrosa Way through to a manhole in Mendocino Avenue will be replaced. All existing sanitary sewer manholes within the project area will be replaced and laterals will be replaced with new cleanouts.

Approximately 1,600 linear feet of existing 8-inch ACP water main will be replaced with 8-inch PVC water main in Slater Street between Dexter Street and Lewis Road and approximately 400 linear feet of 4-inch cast iron water main will be replaced with 8-inch PVC in Lewrosa Way. There is an existing water main crossing over Poppy Creek that is secured underneath a concrete bridge deck. The new water main installation at Poppy Creek may require a bore and jack installation.

All existing water services will be replaced with new meters and boxes.

The roadway pavement is in critical condition with a current PCI of 44 on Slater Street and 37 on Lewrosa Way. The reconstruction is anticipated to include new pavement section of 0.55-feet in depth as per recent City of Santa Rosa utility replacement projects in residential streets.

EAST HAVEN DR SEWER AND WATER MAIN IMPROVEMENTS
Coastland is providing engineering design services to replace aged and obsolete sewer and water mains in East Haven Dr Foothill Dr, Eleanor Ave, Hawthorne Ct, and Iris Ct. The project includes roadway reconstruction, curb and gutter replacement, curb ramp reconstruction and installation, and drainage improvements. The project is anticipated to go to construction in June 2022.

Approximately 2,140 linear feet of existing sewer main will be replaced in Eleanor Ave from the existing cleanout to East Haven Drive, East Haven Drive from Eleanor Ave to East Foothill Dr, East Foothill Dr from Thomas Dr to Siesta Ln, Hawthorne Ct, and Iris Ct. The existing sewer main is deteriorated 6-inch diameter VCP which will be replaced with 8” PVC sewer main. All existing sanitary sewer manholes within the project area will be replaced.

Existing sanitary sewer laterals will also be replaced with new cleanouts installed in accordance with City Standards.

Approximately 1,490 linear feet of existing 4-inch CI and 6-inch ACP water main will be replaced with 8” PVC water main in Eleanor Ave, East Haven from Eleanor Ave to east Foothill Dr, Hawthorne Ct, and Iris Ct. All existing water services will be replaced with new water services with new meters and boxes in accordance with City Standards. All pavement within the sewer and water replacement limits will be reconstructed and curb ramps will be reconstructed to be in compliance with current regulations.

Sara Mathews, Asst. Engineer
[email protected]
(707) 543-3866
Design Fee: $149,270
Construction Dates: Fall
2021/Winter 2022
Construction Estimate: $2.6M
Construction Cost: $2.13M
Sara Mathews, Asst. Civil Engineer
[email protected]
(707) 543-3866
Design Fee: $156,420
Construction Dates: Anticipated
start Summer 2022
Construction Estimate: $2.5M
Construction Cost: TBD

City of Ukiah Main Street Utilities Improvement Project | 25

OAKMONT DRIVE SEWER MAIN UPSIZING
Coastland provided engineering design services to replace an aged and obsolete sewer main in Oakmont with a new and
larger main. The project area involves Oakmont Drive from Oakmont Creek to Greenfield Circle. The project was completed in February 2020. Approximately 1,188 linear feet of existing 6- inch asbestos cement sewer main was replaced with new 10- inch PVC sewer main. Existing sewer laterals were also be replaced with new cleanouts installed in accordance with City Standards along with the replacement of the existing sanitary sewer manholes.

An existing public sanitary sewer main across private property was abandoned. The existing sewer laterals were rerouted to the new public main in Oakmont Drive.

Coastland completed contract specifications, plans and engineer’s estimate; collaborated with City staff to address plan check comments. We also provided the City with bid assistance, responses to RFIs and design assistance through construction.

FARMERS LANE WELL FLUSHING MAIN
Coastland performed design and construction management on a 12” plus inside-diameter (14” outside diameter) high-density polyethylene (HDPE) flushing force main which runs from City Well Station #4 southwardly, crossing under Spring Creek, and ultimately connecting to the Crosstown trunk sewer. The project was done on an emergency basis and
required intense coordination and
responsiveness to achieve the project
goals. The creek crossing was installed
via the jack and bore method, with a
steel casing pipe and a ductile-iron carrier pipe. The project required an easement on the Nazarene Church property as well as additional easements across the commercial properties north of the creek. The downstream portion of the main, prior to connection to the trunk sewer, included a gravity line with a large-diameter air gap and receiving manhole.

Tracy Duenas, Supervising Civil
Engineer
[email protected]
(707) 543-3952
Design Fee: $49,911
Construction Dates: November
2014-January 2015
Construction Estimate: $603,733
Construction Costs: $740,443
Greg Dwyer, Associate Civil Engineer
[email protected]
(707) 543-3838
Design Fee: $54,680
Construction Dates: August 2019 –
February 2020
Construction Estimate: $586,504
Construction Cost: $678,822

City of Ukiah Main Street Utilities Improvement Project | 26 BODEGA BAY PUBLIC UTILITY DISTRICT – DISTRICT ENGINEERING SERVICES (2013-PRESENT)
As District Engineer for the Bodega Bay PUD Coastland provides on-call capital project design and construction management services on all of the District’s improvements. Coastland has assisted in the preparation of a five-year Capital Improvement Program and with the evaluation of the District’s wastewater treatment plant. Design and construction management services have also been provided for emergency sewer repairs and the installation of the new Bay Flat Well, well station and associated pipelines.

ZONE 1 & 2 SEWER REHABILITATION PROJECT
Coastland assisted the District in prioritizing critical sewer projects and developing a plan to phase the improvements over two fiscal years to accommodate funding availability. Improvements for the District’s Sewer Collection System included a combination of point repairs and CIP lining and replacement of mains. Coastland provided the design, bid assistance, and construction
management and inspection for the repairs which were
completed in 2016.
2021 SEWER REHABILITATION PROJECT
Coastland is currently working with Bodega Bay Public Utility District to conduct a comprehensive evaluation of their sewer collection system to identify and correct sources of surface water inflow and groundwater infiltration. The purpose of the project is to reduce wet weather flows that are approaching the capacity of the wastewater treatment system.

Initial work included the CCTV inspection and condition assessment of over 73,000 feet of sewer mains and associated manholes. From this investigation a repair inventory was developed, with prioritized projects, repair recommendations and preliminary cost estimating. The recommended repair methods included cured-in-place pipe-lining, pipe bursting and traditional open-trench construction methods. Coastland identified sewer laterals suspected of being sources of I&I and compiled a list of property addresses for the District to follow up with property owners. Rehabilitation projects also included the repair and replacement of defective sewer manholes and cleanouts.

Coastland has recently completed the 50% submittal of construction documents for the rehabilitation work. Construction is anticipated for summer of 2022.

Janet Ames, District Manager
Bodega Bay Public Utility District
(707) 875-3332
[email protected]
Design Fee (Zone 1 & 2): $33,709
Construction Dates: OctoberDecember 2015
Construction Estimate: $356,000
Construction Costs: $137,831*
*Scope of work was reduced during
construction

City of Ukiah Main Street Utilities Improvement Project | 27 SWEETWATER SPRINGS WATER DISTRICT – ON-CALL DISTRICT
ENGINEERING (2011-PRESENT)
As contract District Engineer for Sweetwater Springs Water District, Coastland has provided design, construction
management and inspection services for the replacement of antiquated and undersized water system infrastructure
throughout Guerneville, Rio Nido, and Monte Rio in western Sonoma County. The construction improvements, which began in 2011, are being phased over several years with construction contracts ranging from $900,000 to $1.3 million per phase.

To date, over 400 new services have been installed with a total of 30,000 feet of 2”, 4”, 6” and 8” water mains, 100 gate valves, and over 30 fire hydrant and valve assemblies. Pavement overlays are being done to finish off the projects.

The narrow roadways in most of the project areas make
construction access and traffic control challenging but Coastland staff and construction crews have worked together to minimize the inconvenience to the residents.

CITY OF PIEDMONT – SEWER REHABILITATION PROJECTS
Coastland provides project management, construction
management and inspection on the on-going capital sewer rehabilitation projects. The improvements to date have included replacement (pipe bursting) of 28,000 feet of 6-inch to 12-inch sewer mains, 5,000 feet of sewer laterals, 250 feet of 6-inch and 10-inch point repairs and installation of sewer manholes and cleanouts. The project also includes pavement and concrete repairs.

Phase 5 of the project is currently in construction and includes approximately 5,000 lineal feet of 6” VCP; 8,300 lineal feet of 6”, 8” and 10” VCP, and 10,300 lineal feet of mostly 6: VCP.

Ed Fortner, General Manager
[email protected]
(707) 869-4000
Design Fee: $281,030
Construction Estimate: $635,930
Construction Costs: $900,000 to
$1.3 million
Daniel Gonzales, Public Works
Director
(510) 420-3061
[email protected]
Design Fee: $150,225
Phase 5 Construction Estimate:
$3.275 million
Phase 5 Construction Contract:
$3.468 million

City of Ukiah Main Street Utilities Improvement Project | 28 Coastland has previously entered into contract with the City of Ukiah and kindly requests the same contract language be used for any new Professional Service Agreements.

Coastland takes no exceptions to the Scope of Services or insurance requirements.

EXCEPTIONS

APPENDIX A

COASTLAND RESUMES

Heidi Utterback, PE
Principal / Supervising Engineer

EDUCATION
B.S., Civil Engineering
University of California, Davis
A.S, Civil Engineering
Santa Rosa Junior College

REGISTRATION
Civil Engineer, California
53723

PROFESSIONAL

HISTORY
Supervising Engineer
Coastland
January, 2000 to Present
Project Engineer
Shutt Moen Associates
1993-1999
Design Engineer
Mitchell & Heryford
1989-1993

PROFESSIONAL

AFFILIATIONS
American Society of Civil
Engineers
Ms. Utterback, Supervising Engineer and Principal for Coastland, has over 32 years of experience designing and managing public works projects. As manager of Coastland’s civil design group she is responsible for staff oversight as well as project management, design, client coordination and project budgets.

Ms. Utterback’s design experience includes various transportation improvements, ADA and sidewalk facilities, storm drain systems, grading plans, water distribution systems, wastewater collection systems and all associated calculations. Her background also includes plan check and assessment district engineering. Ms. Utterback has designed the pavement rehabilitation, ADA/Sidewalk grading, utility layouts, performed QA/QC, sewer capacity calculations, storm drain hydrology and hydraulic calculations, prepared plans, specifications and engineer’s estimates for a number of projects. She has managed numerous projects requiring close coordination with Caltrans, RWQCB, Corps of Engineers, the National Marine Fisheries and Fish and Wildlife to obtain all necessary approvals. Additionally, she has experience assisting environmental permitting coordination.

REPRESENTATIVE EXPERIENCE:

City of Berkeley
 On-Call Sanitary Sewer Program
 Sanitary Sewer Rehabilitation on Seawall Dr. 7tg St., et al.  Sanitary Sewer Rehabilitation on Walnut St, Spruce St., et al  Sanitary Sewer Rehabilitation on MLK Jr., et al
Bodega Bay Public Utility District
 District Engineering Support
 Ranch Road Sewer Collection System Repairs
 Zone 1 & 2 Sewer Rehabilitation Project
 Salmon Creek Water Treatment Plant Backwash Water Disposal Callayomi County Water District
 District Engineering Support
 Big Canyon Well Final Design
 Valley Fire Disaster Recovery Assistance
 USDA PER, CEQA & Environmental Checklist
 Cedra Well Site
 New Tank and Well Site Evaluation
City of Cloverdale
 On-Call City Engineering Support
 Clark Avenue 27” Sewer Main Replacement Project
 Sewer Master Plan Update
 Jefferson Street Water & Sewer Improvements
City of El Cerrito
 Fairmount / Ashbury HSIP Intersection Safety Project
 Moeser & Ashbury Pedestrian & Bike Corridor Improvements Project City of Emeryville
 On-Call City Engineering Support
 Emeryville Standard Details Update
Hidden Valley Lake Community Services District
 District Engineering Support
 FEMA Damage Reimbursement Application
 Hexavalent Chromium Engineering Report
 Hexavalent Chromium Compliance Plan

City of Mill Valley
 2016 Street-Sewer Project Management
 Pedestrian Safety Project
City of Nevada City
 Water/Wastewater Infrastructure Condition
Assessment & Operational Review
City of Piedmont
 On-Call City Engineering Support
 Sanitary Sewer Rehabilitation Phase 5
 City Hall Sump & Lateral
 Sewer Data Management & Mapping EPA
Compliance
City of Rohnert Park
 SCWA Spool Lining Project
 Adrian Sewer & Water Rehab
 Alta Almond Sewer & Water Rehab
 Lancaster Drive Rehabilitation
City of Santa Rosa
 Slater St. and Lewrosa Wy Sewer and Water
System Improvements
 La Paloma, E. Haven and Rogers Way Sewer
and Water System Improvements
 Oakmont Drive Sewer Main Upsizing Project
 Farmers Lane Well Flushing Main Design
 20+ Sewer, Water and Storm Drain Improvement
Projects
City of St. Helena
 Charter Oak Ave. @ Hwy 29 Sewer Repair
 Fulton Street Storm Drain Ph. 1 & 2
Sonoma County Water Agency
 404 Aviation Blvd. Access Control Gates
 Russian River CSD
 Fulton Street Storm Drain Ph. 1 & 2
Sweetwater Springs Water District
 Annual CIP Water Main Replacement
Town of Tiburon
 2017 Storm Drain Rehabilitation
City of Vallejo
 General Plan Update (sub to PlaceWorks)
 Sonoma Boulevard Specific Plan (sub to Opticos)
City of Ukiah
 Clara Avenue Rehabilitation - Phase 2
City of Wheatland
 City Engineering Support (QA/QC)
 Wheatland School Gap Closure (SRTS)
City of Willows
 City Engineering Support Services
 Sycamore Street Rehabilitation Project
 Sacramento-Butte Reconstruction
 Sewer Main Replacement Project


Steven Van Saun, P.E.

Supervising Engineer

EDUCATION
M.S., Civil Engineering, Rutgers
University
B.S. Civil Engineering, New
Jersey Institute of Technology

REGISTRATION
Civil Engineer, CA (#86180)

PROFESSIONAL

HISTORY
Senior Engineer
Coastland
2017
Project Engineer (Engineer III)
BKF Engineers
2015-2017
Project Engineer
Greenman-Pederson, Inc. (GPI)
2009-2015
Design Engineer
Keller & Kirkpatrick (subsidiary
of GPI)
2008-2009
Mr. Steven Van Saun is a Licensed Professional Engineer with expertise in roadway design, hydrology, hydraulics, environmental permitting, dam safety, stormwater management, roadway drainage, and soil erosion and sediment control measures. He brings over 14 years of experience in the industry and has managed and designed a wide variety of public improvement projects, including highway interchanges, bridge reconstruction and replacement, roadway intersections, pedestrian safety enhancements, and storm drainage and sanitary sewer improvements.

He has been involved in more than 30 capital roadway projects ranging from $200,000 to $1 billion. Mr. Van Saun’s background also includes private and commercial land development and land surveying.

REPRESENTATIVE EXPERIENCE:

Bodega Bay Public Utility District
 District Engineering Support Services
Town of Corte Madera
 2017/2018 Pavement Rehabilitation
County of Nevada
 Cascade Shores Community Leachfield Design
County of Colusa
 Water Storage Tank Replacement Project
City of Rohnert Park
 State Farm Dr. & Commerce Blvd. Water Line Replacement Project City of Santa Rosa
 Plan & Map Review Services
 Parking Lot #10 Reconstruction
 East Haven Dr. Sewer and Water Improvements
 Oakmont Drive Sewer Main Upsizing
 La Paloma, E. Haven and Rogers Way Sewer and Water System Improvements
 Slater Street and Lewrosa Way Sewer and System Improvements  Airway Drive Site Development & Creek Realignment *
 Diamond, Belmont Sewer & Water Replacement *
Pacific Union College
 Water Storage Tank Replacement
Sonoma County Water Agency
 Development Review Services
Sweetwater Springs Water District
 District Engineering Support Services
 Water System Model
 2021 CIP (Water main replacement)
City of Willows
 Sycamore Street Reconstruction Project
Town of Windsor
 On-going Development Review
 Victoria Oaks Phases 1 & 2
 The Oaks
 Conde Ln /Johnson St Pedestrian Enhancement *
 Russian River Brewery Company Site Development & Analysis * * Completed prior to Coastland

Sergio Fuentes, EIT
Assistant Engineer

EDUCATION
BS Civil and Environmental
Engineering,
University of California, Davis

REGISTRATION
Engineer-in-Training,
California No. 149917

CERTIFICATIONS
Caltrans Resident Engineer
Training
Caltrans Federal Aid Funded
Project Training

PROFESSIONAL

HISTORY
Assistant Engineer
Coastland
2020-present
Staff Engineer / Lead Plan
Checker
Green Valley Consulting
Engineers
2017 – 2020
Engineering Technician
City of Fort Bragg
2015-2017
Sergio Fuentes brings over 6 years of experience in the industry with expertise in a variety of land development and capital improvement projects. His experience includes all aspects of civil engineering, including plan checking, grading and drainage, utility layout, storm water management and ADA compliance. He has also assisted in hydrology, hydraulic, sanitary sewer and fire flow calculations. His first assignments at Coastland include assisting with the Rohnert Park State Farm & Commerce Water Line Replacement Project and the Country Club Dr.

Pavement Rahab Project.

REPRESENTATIVE EXPERIENCE:

City of American Canyon
 Watson Ranch Rough Grading Phase 1
City of Benicia
 Park Road Improvement Project
City of Berkeley
 MLK Jr. et. al. Sewer Rehabilitation
 Walnut Street Sanitary Sewer Rehabilitation
Bodega Bay Public Utilities District
 Contract District Engineering
 Sewer Rehabilitation Project
City of Cloverdale
 4th Street Reconstruction
City of Napa
 Valle Verde/Heritage House Development Review
 Embassy Suites Addition Development Review
City of Piedmont
 Storm Drain Mapping Project
 FY20-21 Measure B-BB-VRF Compliance Reporting
City of Rohnert Park
 2019 Pavement Preventative Maintenance Program
 State Farm Dr./Commerce Blvd. Water Line Replacement
 L Section Pavement Maintenance
City of Santa Rosa
 Slater Street Water and Sewer Replacement
City of Willows
 S. Willows Commercial Lot Line Adjustment Lots 4-6
Prior to Coastland
 Engineering and Water Division Plan Checker for City of Santa Rosa – Engineering Development Services Department
 Plan Checker for Town of Windsor Public Works Department

Mike Janet
Principal / Construction Department Manager

EDUCATION
Agtek Earthwork Training
Course
April 2003
Geotechnical Drilling Seminar
February 2008
Utility Pole Loading and G.O. 95
Course
May 2000
Caltrans Resident Engineering
Class

PROFESSIONAL

HISTORY
Construction Manager
Coastland
2006 to Present
Project Manager / Lead
Estimator
Pipeline Excavators
2002- 2006
Water Conservation Aide
Marin County Water District
2001-2002
Lead Field Engineer
Utility Application & Design
1998 to 2001
Mr. Michael Janet, Construction Department Manager and Principal with Coastland, has over 23 years of construction experience on capital improvement projects. Mr. Janet has strong skills in managing diverse projects and coordinating with all project stakeholders. He has managed the construction on more than 75 roadway and utility improvement projects for public agencies, with a very strong background on federally funded projects.

Most of these projects involve pavement restoration, ADA improvements, intersection improvements, and utility replacements. These projects also involve close coordination with Caltrans, school districts, impacted residents and businesses.

Mr. Janet also oversees the activities of the Construction Department which includes construction managers and field inspectors. He is responsible for maintaining project construction budgets, scheduling inspectors, approving change orders, generating RFIs, tracking costs and schedule maintenance.

REPRESENTATIVE EXPERIENCE:

City of Albany
 2016 Sanitary Sewer Rehabilitation Project
City of American Canyon
 Recycled Water Storage Tank
City of Benicia
 Cordelia Transmission Main Repair Project
 I-680 / Red Top Road Waterline Relocation
Bodega Bay Public Utility District
 Heron Drive Emergency Sewer Repair
 Mockingbird Drive Emergency Sewer Repairs
 Ranch Road Sewer Collection System Repairs
 Bay Flat Well
City of Calistoga
 Kimball & Myrtledale Water Main Improvements (sub to EKI) City of Petaluma
 Petaluma Blvd. North Water Main Replacement Project
City of Piedmont
 Sanitary Sewer Rehabilitation
 Beach Elementary School Sewer Line
City of Santa Rosa (partial list)
 W. 6th St. @ Madison St. Sewer & Water Improvements
 Sewer Main Lining, Manhole & Lateral Rehabilitation @ Various Locations  Summerfield Rd. & Sonoma Ave. Zone 6 & 9 Water Pumper Connections  Robles Trunk Sewer Lining-Walker Ave to Airport Sewer Trunk Confluence  Farmers Lane Well Flushing Main
 6th Street & Wilson Sewer & Water
 Meadow Lane Effluent Storage Facilities Ponds “B,” “C” and “D” Repairs And dozens more improvements for the City of Santa Rosa City of Sausalito
 Emergency Sewer Replacement Constructability & Review City of St. Helena
 Charter Oak Ave. & Hwy 29 Sewer Repair
Sweetwater Springs CSD
 Annual Capital Improvement Project (2012-2017)
Town of Yountville
 Washington St. Sewer Bypass
 Yount Street Sewer Replacement

APPENDIX B

SUBCONSULTANT

RESUMES & REFERENCES

Anthony G. Cinquini, P.E., P.L.S.
1360 N. Dutton Ave., Ste. 150, Santa Rosa, CA 95401
(707) 542-6268 Fax (707) 542-2106

PROFESSIONAL PROFILE
Mr. Cinquini is a licensed Professional Engineer and licensed Professional Land Surveyor with the State of California with over twenty-four years of experience in the professions. His experience includes project management, topographic surveys, right-of-way surveys, legal description and plat preparation, construction surveys, and remote sensing technologies including laser scanning and unmanned aerial systems which enhances his ability to deliver surveys for infrastructure improvements, redevelopment and development projects, roadway realignments, and utility rehabilitation projects.

PROFESSIONAL EXPERIENCE
Ukiah Downtown Streetscape, Road Diet & Utilities Project - Phase 1, Ukiah, CA. As Principal in Charge and Project Manager, Mr.

Cinquini coordinated the topographic and right-of-way surveys to facilitate the design of the streetscape, road diet and utilities improvements in Ukiah. The topographic survey covered the area from State Street at Mill Street to the intersection with Gobbi Street. C&P also provided a resolved right-of-way map for the project corridor and filed a Record of Survey with the County of Mendocino. Challenges included detailed topographic mapping for building store fronts and existing pedestrian paths of travel for sidewalk designs.

Ukiah Downtown Streetscape, Road Diet & Utilities Project – Phase 2, Ukiah, CA. As Principal in Charge, Mr. Cinquini directed field crews and quality control for the topographic survey that built on the Phase 1 project in order to facilitate the design of the streetscape, road diet and utilities improvement in Ukiah. The topographic survey covered the area from State Street at Mill Street to the intersection with Gobbi Street. C&P also provided the right-of-way mapping by locating the existing monumentation on State Street and Gobbi Street.

Arnold Drive Bike Lane Project, Sonoma, CA. Mr. Cinquini as Principal-in-Charge and Project Manager performed a primary control network, reduction of topographic surveys, right-of-way and record of survey coordination and quality control field reviews of mapping for the addition of a bike line to approximately 1.9 miles of Arnold Drive.

Rohnert Park Roundabout Intersection Improvements, Rohnert Park, CA. As Principal in Charge and Project Manager Mr. Cinquini managed and performed the quality control review for the preparation of topographic surveys and right-of-way survey on Commerce Blvd. for the design of a new roundabout at a three-way intersection.

Piedmont 2021 Paving Project, Piedmont, CA. Mr. Cinquini as Principal in Charge and Project Manager performed reduction of field surveys and quality control field edits to produce topographic surveys along Hill Lane, Manor Drive and Wildwood Avenue at Sylvan Way.

The detailed topographic mapping was collected to facilitate the design of new curb ramps and ADA crossings at various intersections.

TITLE
Principal
ROLE
Principal in Charge

EXPERIENCE
24 Years

EDUCATION
Bachelor of Science,
1998, Civil Engineering
California State
University, Chico

LICENSES &

CERTIFICATIONS
Professional Engineer,
Civil, California,
PE C62341
Professional Land
Surveyor, California,
PLS 8614
FAA Remote Pilot for
Small Unmanned Aircraft
Systems
Cert No. 3906702
Construction Documents
Technologist, Construction
Specifications Institute

PROFESSIONAL

MEMBERSHIPS
American Society of
Civil Engineers,
San Francisco Section
Past-President
American Council of
Engineering Companies
California (ACEC-CA),
North Coast Chapter
California Land
Surveyors Association
Sonoma Co. Chapter

Derek Clark, P.L.S.
117 West North Street, Healdsburg, CA 95448
T: (707) 433-9760 F: (707) 433-9761

PROFESSIONAL PROFILE
Mr. Clark is a Professional Land Surveyor with over six years of combined experience in the field and office. His experience includes boundary surveys, right-of-way surveys, topographic surveys, ALTA/NSPS Land Title surveys, preparation of legal descriptions and plat and as-built surveys for public and private clients.

PROFESSIONAL EXPERIENCE
Ukiah Downtown Streetscape – Road Diet & Utilities Project – Phase 2, Ukiah, CA. Mr. Clark as Staff Surveyor, researched and prepared the right-of-way resolution and office reduction for the topographic surveys. His responsibilities included processing field data, managing in survey technicians for drafting, and a quality assurance field edit of the site. Mr. Clark also resolved the right-of-way and is the process of finalizing a Record of Survey of the right-of-way for recording in Mendocino County.

Dry Creek Rancheria Intersection Improvements, Geyserville, CA.

As Staff Surveyor, Mr. Clark performed initial site review of the existing right-of-way including locating maps from Sonoma County and California Department of Transportation. The project includes topographic and right-of-way surveys for the design and construction for improved sight lines at the intersection of Highway 128 and BIA Route 93. Once the design in completed legal descriptions and plats will be prepared for right-of-way dedications to the State of California.

His work includes client coordination and coordination with the consulting engineer.

Emergency Intertie Project, Marin Municipal Water District As Staff Surveyor, Mr. Clark performed right-of-way research of record mapping, record deeds and Caltrans records, coordination with field staff and field data reductions for the right-of-way resolution of approximately 10 miles of roadway in both Richmond and San Rafael, California for a proposed water pipeline connection over the Richmond-San Rafael Bridge.

Northern Sonoma County Fire Protection District, Geyserville, CA As a staff surveyor, Mr. Clark performed the annexation research and prepared an annexation map with a legal description according to LAFCO standards to annex 2400 parcels into the Northern Sonoma County Fire Protection District.

Gold Ridge Fire Protection District, Sebastopol, CA
As a staff surveyor, Mr. Clark is currently managing the boundary surveys for two of the Gold Ridge Fire Protection District stations and assisting the District with correcting encroachments with easements and Lot Line Adjustments.

TITLE
Professional Land
Surveyor
ROLE
Project Manager

EXPERIENCE
6 Years

EDUCATION
California State
University, San
Francisco (2008)
Santa Rosa Junior
College Certificate in
Surveying (2016)

LICENSES &

CERTIFICATIONS
Professional Land
Surveyor, California
PLS

PROFESSIONAL

MEMBERSHIPS
California Land
Surveyors
Association

Mathew Dudley, P.L.S.
117 North Street, Healdsburg, CA 95448
T:(707) 433-9760 F: (707) 542-2106

PROFESSIONAL PROFILE
Mr. Dudley, a licensed Professional Land Surveyor with twelve years of experience in land surveying and associated technologies. His land surveying experience includes responsibility for boundary research and resolution, right-of-way surveys, annexation maps and descriptions,, aerial photo control surveys, topographic surveys, ALTA/NSPS surveys, and construction surveys.

PROFESSIONAL EXPERIENCE
Ukiah Downtown Streetscape – Road Diet & Utilities Project – Phase 1 and Phase 2, Ukiah, CA. Mr. Dudley as Professional Land Surveyor, researched records and prepared for a right-of-way survey for the North State Street corridor. His responsibilities included processing field data, managing in house staff for drafting of right-ofway record of survey, and a quality assurance. Mr. Dudley also resolved the right-of-way and submitted a Record of Survey to the County of Mendocino for each phase.

Fort Bragg Raw Water Line, Fort Bragg, CA. Mr. Dudley
preformed right-of-way research and re-establishment for the existing waterline and acquisition areas for five phases of the waterline rehabilitation project for the Fort Bragg Department of Public Works Pine Flat Road Storm Damage Repair, Healdsburg, CA. Mr.

Dudley provided the right-of-way resolution and mapping of Pine Flat Road at post mile 11.77 and 17.81 for road repair by performing boundary research and boundary surveys, right-of-way survey and resolution, a record of survey, and legal descriptions and plats for easement acquisition.
8th Street East County Acquisition, Sonoma County, CA. Mr.

Dudley, as Project Manager, surveyed 2.5 miles of 8th Street East rightof-way which was in the ownership of a railroad company, and the County was in need of acquiring it. Mr. Dudley resolved the right-ofway and prepared the appraisal map and filed a record of survey with the County Surveyor.

Westside Avenue Roadway Repair, Forestville, CA
Mr. Dudley is the assistant Project Manager performing in the rightof-way resolution of Westside Avenue and processing of topographic surveys for road repair. Tasks include staff coordination, topographic mapping, boundary research of historic subdivision, right-of-way survey and resolution, a record of survey, and legal descriptions and plats for easement acquisition.

TITLE
Professional Land
Surveyor

EXPERIENCE
12 Years

EDUCATION
AA, Land Surveying
Technology, Santa Rosa
Junior College, 2011
MA, Music Theory,
California State
University, San Diego,
2008
BA, Music, California
State University, San
Diego 2005

LICENSES &

CERTIFICATIONS
Professional Land
Surveyor,
California, P.L.S. 9396

PROFESSIONAL

MEMBERSHIPS
California Land
Surveyors Association,
Sonoma County
Chapter Past President

Santa Rosa Office
1305 North Dutton Ave
Santa Rosa, CA 95401
707-544-1072
Napa Office
1041 Jefferson St, Suite 4
Napa, CA 94559
707-252-8105
Geotechnical, Geological and Laboratory Services
ERIC G. CHASE
Principal Geotechnical Engineer/Project Manager
EDUCATION:

California Polytechnic State University, San Luis Obispo, B.S. Civil Engineering, 1990 REGISTRATION:

California Geotechnical Engineer, 2003, GE 2628
California Civil Engineer, 1995, CE 53150
PROFESSIONAL HISTORY:
2000 - Present RGH Consultants, Santa Rosa, CA; Principal Engineer 1992 - 2000 Geomatrix Consultants, Inc., San Francisco and Oakland, CA; Senior Engineer
1990 - 1992 Herzog Associates, Inc., Petaluma, CA; Staff Engineer REPRESENTATIVE EXPERIENCE:

Mr. Chase is responsible for geotechnical studies, design, consultation, and construction observation. His experience includes roadways and bridges, water and wastewater pipelines and treatment plants, pump stations, power plants, port facilities, schools, hospitals, multi-story buildings, deep foundations, levees, hillside development, and residential construction. He has also performed seismic/geologic hazard evaluations for various Army installations and Navy facilities throughout the western United States. He has over 30 years of experience in geotechnical and earthquake engineering in the greater Bay area including Sonoma, Napa, Mendocino and Lake Counties, Humboldt County, Los Angeles, San Diego and the States of Alaska, Arizona, Washington, Nevada, Utah, and Kansas.

AFFILIATIONS:
• ASCE - American Society of Civil Engineers
• Chi Epsilon Honor Society

Santa Rosa Office
1305 North Dutton Ave
Santa Rosa, CA 95401
707-544-1072
Napa Office
1041 Jefferson St, Suite 4
Napa, CA 94559
707-252-8105
Geotechnical, Geological and Laboratory Services
TRAVIS A. WHITTED
Principal Geotechnical Engineer / Vice President / Laboratory Engineer-in-Charge EDUCATION:

California Polytechnic State University, San Luis Obispo, California; B.S. Civil Engineering, 1998 REGISTRATION AND CERTIFICATIONS:

California Civil Engineer, 2003, CE 63841
California Geotechnical Engineer, 2008, GE 2782
Qualified SWPPP Developer (QSD) and Practitioner (QSP), #00791 PROFESSIONAL HISTORY:
2000 - Present RGH Consultants, Inc., Santa Rosa, CA; Senior Engineer, Project Manager
2008 - Present State of California Board of Professional Engineers, Subject Matter Expert for Geotechnical Engineering Licensure Exam
1998 - 2000 Kleinfelder Associates, Santa Rosa, CA; Junior Engineer REPRESENTATIVE EXPERIENCE:

Mr. Whitted has managed and performed geotechnical studies for a wide variety of projects including wineries, public capital improvements, wastewater treatment facilities, pipelines, schools, fire stations, low and high density residential structures, recreational facilities, bridges, and commercial and industrial improvements. As a certified QSD/QSP, Mr. Whitted has provided stormwater monitoring for numerous projects in compliance with the California Construction General Permit. Using high end computer software to analyze the stability of slopes is one of his specialties. Applications include reservoir embankments subject to rapid drawdown, ancient landslides that may be subject to reactivation, and designing repair options for recent landslides and other slope related failures. He has provided forensic analysis for structural failures and foundation stresses due to soil settlement, expansive soils, unstable slopes, and moisture intrusion in addition to roadway and pavement issues including inadequate subgrade support, utility trench settlement, and piping failures. Mr. Whitted has extensive experience with grading projects ranging from hillside cuts and fills with keyways and subdrains to roadways and reservoirs. He has geotechnical engineering experience in Sonoma, Napa, Lake, Mendocino, Marin, and Monterey Counties.

PROFESSIONAL AFFILIATIONS:
• Napa Engineers Society – Previous Board of Directors
• ACEC – American Council of Engineering Companies
• ASCE – American Society of Civil Engineers – Previous Board of Directors

Santa Rosa Office
1305 North Dutton Ave
Santa Rosa, CA 95401
707-544-1072
Napa Office
1041 Jefferson St, Suite 4
Napa, CA 94559
707-252-8105
Geotechnical, Geological and Laboratory Services
Jessie Polino
Staff Engineer
EDUCATION:

California Polytechnic State University, San Luis Obispo, B.S. Civil Engineering, 2019 REGISTRATION:

Engineer in Training Certificate #169588
PROFESSIONAL HISTORY:
2018 RGH Consultants, Santa Rosa, CA; Intern
2019 - Present RGH Consultants, Santa Rosa, CA; Staff Engineer REPRESENTATIVE EXPERIENCE:

Ms. Polino is responsible for logging borings and test pits, pier inspections, observation and testing during fill placement and foundation excavations, observation during inclinometer installations and installation of keyways, buttressed fills and subdrains. She assists in exploration logistics, project proposals, geotechnical studies, grading and foundation plan reviews, and construction observation and testing final reports. Her experience includes commercial facilities, multi-family subdivisions, single-family residences, retaining walls, pedestrian bridges, roadways, and hillside grading.

AFFILIATIONS:
• ASCE – American Society of Civil Engineers
• CalGeo – The California Geotechnical Engineering Association • ACI – American Concrete Institute

Santa Rosa Office
1305 North Dutton Ave
Santa Rosa, CA 95401
707-544-1072
Napa Office
1041 Jefferson St, Suite 4
Napa, CA 94559
707-252-8105
Geotechnical, Geological and Laboratory Services
A. KESHIA UNTUNG
Staff Engineer
EDUCATION:

California Polytechnic State University, San Luis Obispo, B.S. Civil Engineering, 2017 REGISTRATION:

California Engineer-in-Training, 2017, EIT 161091
PROFESSIONAL HISTORY:
2016 - Present RGH Consultants, Santa Rosa, CA; Staff Engineer REPRESENTATIVE EXPERIENCE:

Ms. Untung is responsible for performing geotechnical investigations and construction observation. She is responsible for logging borings and test pits, pier inspections, and observation during piezometer and inclinometer installations. She assists in the preparation of geotechnical studies; construction observation and testing final reports; project proposals; and grading and foundation plan reviews; as well as, exploration logistics. Her experience includes schools, government buildings, commercial facilities, multi-family subdivisions, single-family residences, roadways, and hillside grading.

AFFILIATIONS:
• ASCE – American Society of Civil Engineers
• CalGeo – The California Geotechnical Engineering Association • Chi Epsilon Honor Society
• EWB – Engineers without Borders

Santa Rosa Office
1305 North Dutton Ave
Santa Rosa, CA 95401
707-544-1072
Napa Office
1041 Jefferson St, Suite 4
Napa, CA 94559
707-252-8105
Geotechnical, Geological and Laboratory Services

REFERENCE PROJECTS
Project Name: City of Cloverdale 4th Street Rehabilitation Project Project Location: Cloverdale, California
Contact Person: City of Cloverdale, Eric Janzen
Contact Address: 124 N. Cloverdale Boulevard, Cloverdale, CA Contact Phone: (707) 894-2521
Contact Email: [email protected]
Project Description: This project involves reconstruction of 4th Street from the city limits to its intersection with North Jefferson Street. Options being considered for rehabilitation included complete removal and replacement of the pavement section, a full depth asphalt section, and the use of reinforcement grids and fabrics. The geotechnical study included drilling four borings, performing laboratory testing of the subgrade soils, and engineering analysis to develop pavement rehabilitation recommendations.

Project Name: Country Club Drive Reconstruction – Rohnert Park Expressway to Eleanor Project Location: Rohnert Park, California
Contact Person: City of Rohnert Park, Vanessa Garrett
Contact Address: 600 Enterprise Drive, Rohnert Park, CA Contact Phone: (707) 588-3300
Contact Email: [email protected]
Project Description: This project involves rehabilitation of Country Club Drive between Eleanor and Rohnert Park Expressway. Options being considered for rehabilitation included complete removal and replacement of the pavement section, a full depth asphalt section, asphalt overlay, and the use of reinforcement grids and fabrics. The geotechnical study included drilling nine borings, performing laboratory testing of the subgrade soils, and engineering analysis to develop pavement rehabilitation recommendations.

Project Name: Fulton Road Widening – Guerneville Road to Piner Road Project Location: Santa Rosa, California
Contact Person: City of Santa Rosa, Christopher Catbagan Contact Address: 69 Stony Circle, Santa Rosa, CA
Contact Phone: (707) 543-4521
Contact Email: [email protected]
Project Description: This project involves rehabilitation and widening of Fulton Road between Guerneville Road and Piner Road. Options being considered for rehabilitation included complete removal and replacement of the pavement section, a full depth asphalt section, and asphalt overlay. The geotechnical study included drilling 23 borings, performing laboratory testing of the subgrade soils, and engineering analysis to develop pavement rehabilitation recommendations.
https://rghgeo.sharepoint.com/sites/shared/shared documents/work in progress/_pip/_egc/ukiah main street utilities improvement project/reference projects.docx

SERVICES
Municipal Engineering
Capital Project Design
Construction Management
Building & Safety
Financing Assistance

MARKETS
Transportation
ADA Compliance
Flood Control & Drainage
Water
Wastewater
Public Facilities & Parks

SANTA ROSA
1400 Neotomas Avenue
Santa Rosa, CA 95404
(707) 571-8005
AUBURN
11641 Blocker Drive Suite 170
Auburn, CA 95603
(530) 888-9929

FAIRFIELD
324 Campus Lane Suite A
Fairfield, CA 94534
(707) 702-1961

PLEASANT HILL
3478 Buskirk Avenue Suite 1000
Pleasant Hill, CA 94523
(925) 233-5333
(800) 409-2435 toll free
[email protected]
Municipal Engineering | Capital Project Design | Construction Management | Building & Safety | Financing Assistance

Santa Rosa Auburn Pleasant Hill Fairfield
1400 Neotomas Avenue 11641 Blocker Drive, Ste. 170 3478 Buskirk Avenue, Ste. 1000 324 Campus Lane, Ste. A Santa Rosa, CA 95405 Auburn, CA 95603 Pleasant Hill, CA 94523 Fairfield, CA 94534 Tel: 707.571.8005 Tel: 530.888.9929 Tel: 925.233.5333 Tel: 707.702.1961 www.coastlandcivil.com
January 31, 2022
Andrew Stricklin, Associate Engineer
City of Ukiah
300 Seminary Avenue
Ukiah, CA 95482
Via email: [email protected] and [email protected] Subject: Preparation of Plans, Specifications, and Estimate for Main Street Utilities Improvement Project
Dear Andrew:

Thank you for providing us with the opportunity to present our cost proposal for preparation of plans, specifications, and estimate for the Main Street Utilities Improvement Project. Based on the Scope of Services detailed in our proposal, we have prepared a comprehensive budget that identifies fully burdened staffing rates, total hours and costs per task and direct expenses.

We propose to provide our services on a time-and-materials basis with a not-to-exceed amount of $285,353. The amount quoted is assuming that all of the work for this project will fall under the Scope of Services previously described.

Please note that in the not-to-exceed amount, we have included an estimated amount of $2,400 for reimbursable expenses (i.e., plotting, mileage, etc.). These reimbursable costs will be billed at cost plus 15%.

This cost proposal shall remain a firm offer for a period of 90 days from the submission deadline of the proposal.

Sincerely,
John Wanger, PE Steven Van Saun, PE
CEO Senior Engineer
ATTACHMENT 3

$200 $180 $145 $150 $180 $170 $95
1 MEETINGS/RESEARCH/COORDINATION
Kick off Meeting (1) 3 3 1 7 $1,235
Design Progress Meetings (3) 9 9 3 21 $3,210
Project Management 40 40 $7,200
Background Information 6 8 8 22 $3,440
Utility Coordination 4 4 8 1 17 $2,595
Utility Potholing (4 potholes) $10,000
Subtotal 107 $27,680
2 TOPOGRAPIC SURVEY AND RIGHT OF WAY DETERMINATION
Topographic Survey $32,511 CPI
Right of Way Determination $23,207 CPI
Coordination with Subconsultant 2 2 6 10 $1,550
Subtotal 10 $57,268
3 GEOTECHNICAL INVESTIGATION
Geotechnical Investigation $24,265 RGH
Coordination with Subconsultant 6 4 10 $1,660
Subtotal 10 $25,925
4 30% IMPROVEMENT PLANS (PRELIMINARY DESIGN)
Preliminary Plans 4 28 32 180 1 245 $37,575
Cost Estimate 1 2 4 8 15 $2,340
Design Memorandum 2 10 5 1 18 $3,020
Subtotal 278 $42,935
5 60% IMPROVEMENT PLANS, SPECIFICATIONS & ESTIMATE
Plans, Profiles, and Cross Sections 8 40 40 220 4 312 $48,320 Specifications 2 8 16 1 27 $4,255
Cost Estimate 1 4 6 8 1 20 $3,085
QC Review 4 2 4 10 $1,840
Subtotal 369 $57,500
6 90% IMPROVEMENT PLANS, SPECIFICATIONS & ESTIMATE
Plans, Profiles, Cross Sections, Details 6 32 32 140 210 $32,600 Specifications 1 6 10 1 18 $2,825
Cost Estimate 2 6 4 1 13 $1,925
QC Review 6 2 4 12 $2,240
Subtotal 253 $39,590
7 FINAL PLANS, SPECIFICATIONS & ESTIMATE
Plans, Profiles, Cross Sections, Details 4 16 8 60 1 89 $13,935 Specifications 4 4 1 9 $1,395
Cost Estimate 2 4 1 7 $1,035
QC Review 4 2 6 $1,140
Subtotal 111 $17,505
8 BID ASSISTANCE
Bid Questions 1 8 4 13 $2,220
Addenda (1) 1 4 2 4 1 12 $1,905
Subtotal 25 $4,125
9 OPTIONAL TASKS
SWPPP 2 16 6 2 1 27 $4,545
Additional Sidewalk Improvements 2 4 8 24 38 $5,880
Subtotal 65 $10,425
Direct Costs (repro, mileage, etc.) $2,400
Total Design Cost 52 256 214 672 8 10 16 1,228 $285,353 City of Ukiah
Assistant
Engr.

DESIGN WORK ESTIMATE

TASK TOTAL
FEE
Admin TOTAL
HOURS
Mike Janet,
Const.

Review
Task Information Name, Project Role & Rate
NOTES
Heidi
Utterback,
Project
Principal &
QA/QC
Sr. CAD
Designer
Frank
Sturch,
Access.

Review
Main Street Utilities
Improvement Project Proposal for Engineering Services
Steven Van
Saun,
Project
Manager/
Supv. Engr

Agenda Item No: 12.d.

MEETING DATE/TIME: 2/16/2022
ITEM NO: 2022-1292

AGENDA SUMMARY REPORT
SUBJECT: Award Professional Services Agreement to BKF Engineers in the Amount of $308,031 to Prepare the Plans, Specifications, and Estimate for the East Perkins Widening Project, and Approve Corresponding Budget Amendments.

DEPARTMENT: Public Works PREPARED BY: Andrew Stricklin, Associate Engineer PRESENTER: Tim Eriksen, Director of Public Works / City Engineer
ATTACHMENTS:

1. RFP East Perkins Widening

2. BKF - East Perkins Widening Project

3. BKF - East Perkins Widening Project - Fee Proposal
Summary: The City Council will consider awarding a professional services agreement to BKF Engineers for preparation of plans, specifications, and estimate for the East Perkins Widening Project and approving a corresponding budget amendment.

Background: This project is the rehabilitation of East Perkins Street from Main Street east to Pomeroy Avenue near US101. Design will include paving of the roadway with an anticipated overlay, replacement of multiple non-compliant ADA curb ramps and the installation of a new storm drain with necessary catch basins from the railroad tracks east to tie into the existing catch basin at Orchard Avenue to alleviate existing drainage issues. Design will also widen the intersection at Perkins and Orchard to add an additional through lane eastward to improve traffic flow the city currently experiences. City Right of Way is already in place for this work and affected businesses have already built existing infrastructure in anticipation of this change. Traffic signals, select street lights and existing sidewalk will be relocated as necessary with this widening project.

Discussion: The City issued a request for proposals (Attachment 1) and sent it to local firms. In addition, staff posted the RFP on the City's website through eBidboard on December 16, 2021. In response to the City's RFP, one proposal from BKF Engineers from Santa Rosa was received. City staff is currently working on a previously awarded project to BKF for the design of the East Gobbi Utility Replacement Project and is happy to select this firm for City Council to award design of this contract. BKF's billing rates are consistent with industry standards and their proposal fits with the request and scope of this project. BKF's proposal (Attachment 2) and the cost proposal (Attachment 3) are included with this report for reference.

BKF's cost for the proposed work is $286,769 for the scope requested by City staff. The consultant BKF also provided an optional cost to perform any necessary survey and boundary records pertaining to Right of Way should such a service be required for a total of $21,262. Staff feels it may be necessary for such services pertaining to the intersection widening at Orchard Avenue and recommends including this optional cost. If these services are not required during design, this cost will not be billed to the City. Staff recommends awarding of a professional services agreement to BKF Engineers in the amount of $308,031. A subsequent budget amendment is also requested. The source of the funding for this project will be the Series 2022 Lease Revenue Bonds.

Throughout the design process for this project, the Complete Streets Ad Hoc (Rodin, Crane) will continue to be engaged.

Recommended Action: Award professional services agreement to BKF Engineers in the amount of $308,031 to prepare the plans, specifications, and estimate for the East Perkins Widening Project, and approve corresponding budget amendments.

BUDGET AMENDMENT REQUIRED: Yes
CURRENT BUDGET AMOUNT: 25200000.90410.18311: $0; 25224220.80230.18308: $0 PROPOSED BUDGET AMOUNT: 25200000.90410.18311: $308,031; 25224220.80230.18308: $308,031 FINANCING SOURCE: Series 2022 Lease Revenue Bonds
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Tim Eriksen, Director of Public Works / City Engineer

CITY OF UKIAH

REQUEST FOR PROPOSAL

PREPARATION OF PLANS, SPECIFICATIONS & ESTIMATE
FOR

EAST PERKINS WIDENING PROJECT
PROPOSALS DUE NOON, JANUARY 31, 2022
ATTACHMENT 1

1 REQUEST FOR PROPOSAL

EAST PERKINS WIDENING PROJECT
December, 2021

GENERAL INFORMATION/PROJECT LOCATION
The City of Ukiah has a population of 16,075 people and is located approximately 115 miles north of San Francisco, CA on the US Highway 101 corridor. Ukiah is also the retail, government, and medical service hub to an area reaching a 50-mile radius and experiences a daytime service population exceeding 35,000 people. The City of Ukiah will be using internal Capital Improvement funding for utility and street rehabilitation items.

The project limits are within the City limits of Ukiah on East Perkins Street from at Main Street to the east approximately 2,470 LF ending at Pomeroy Avenue near US101. (Attachment “A”) The East Perkins Widening Project is a rehabilitation of pavement, widening a section of the road and addition of a new through lane at the Perkins and Orchard Avenue intersection. Elements of this project include:
• Construction of asphalt overlay with edge grind on East Perkins from Main Street to Pomeroy Avenue.
• Widening of East Perkins on the north side from Orchard Avenue west, approximately 500 LF and on the south side of Perkins from Orchard Avenue east to Pomeroy Avenue through the existing Chevron driveway apron approximately 200 LF. The City has existing ROW at these locations. • Construction of a new storm drain with necessary catch basins on East Perkins from the railroad tracks east to tie into the existing catch basin at the NW corner of Perkins and Orchard. • Construction of a five-foot-wide sidewalk with driveway apron to Chevron on south side of Perkins from Orchard Ave. to Pomeroy Ave. This includes relocation or adjustment of catch basin and utility service boxes per sidewalk widening.
• Construction of a five-foot-wide sidewalk on the north side of Perkins from Orchard Ave. to east approximately 500 LF.
• Removal and relocation of traffic signal at Northwest and Southeast ramps of Perkins St. and Orchard Ave.
• Relocation of four (4) existing street lights behind sidewalk of newly widened sections of Perkins St. as well as any encroaching utility boxes.
• New striping plan with added through lane at Orchard Ave. and crosswalks in thermoplastic for project limits.
• Address and design any Low Impact Development features as needed per regulations.

The City of Ukiah is requesting proposals from qualified firms for the preparation of Plans, Specifications & Estimate for the East Perkins Widening Project. Inspection and construction contract administration are not part of this request for proposal. There are no DBE goals for this project, however, DBE participation is encouraged.

SCOPE OF SERVICES
The scope of services of this project is the preparation of Plans, Specifications & Estimate for the East Perkins Widening Project. The Consultant’s proposal shall include, but not be limited to, the following:
• Coordinate a pre-project kick-off meeting.
• Review and evaluate existing documents and data.
• Perform a topographic survey, determine location of street and railroad rights-of-way and easements, identify and locate existing street improvements and utilities to be replaced. • Submit Preliminary Plans and cost estimate to the City for review and comment at the 30% stage.

2 • After approval of the 30% design phase by the City, the consultant shall begin final design of the project. Scope of work shall include, but not be limited to, the following: pavement rehabilitation, including geotechnical investigation as required, utility/electrical/lighting adjustments, striping, concrete and curb ramp improvements.
• Submit design plans, specifications and cost estimate to the City for review and comment at the 60%, and 90% stage.
• Prepare a Storm Water Pollution Prevention Plan (SWPPP) for submission to the North Coast Regional Water Quality Control Board for the purpose of obtaining coverage under the General Permit for Discharges of Storm Water Associated with Construction Activity, if the disturbed area of the project is over one acre. Proposal shall provide optional cost for preparation of SWPPP. • Include any Low Impact Development (LID) design requirements as necessary. • Provide encroachment permit with Caltrans for work near the southbound ramp entrance to HWY101. • Receive comments and prepare final plans, specifications and cost estimate for bid purposes. Provide one digital set of plans in both PDF and AutoCAD formats and one digital PDF set of specifications.

AutoCAD drawings will be provided to the contractor for the purposes of construction survey.

EXISTING DOCUMENTS
• Existing Sewer utilities map
• Existing Water utilities map
• Project limits map
• East Perkins Street Electric Underground Plan As-Built • Ukiah Railroad Depot Traffic Study Report (including new through lane at Orchard Ave. concept)

SCHEDULE
Anticipated completion date, task, and time to complete task:
• December 2021 Issue Consultant Request for Proposal
• January 31, 2022 Proposals due (approx. 8 weeks)
• February 16, 2022 City Council Award Consultant Contract • February 2022 Kick-off meeting
• May 2022 Submit draft Conceptual Plan (30%)
• August 2022 Submit draft (60%) plans, specifications & estimate (PS&E) • October 2022 Submit draft (90%) PS&E
• November 2022 Submit final PS&E
The above scope of services and schedule does not preclude the Consultant, based on his or her project understanding and experience, from developing and proposing an alternative approach and schedule for achieving the City’s goal of a timely and successful project completion.

CONSULTANT’S PROPOSAL
Proposals shall be labeled “East Perkins Widening Project”. Proposals shall be submitted to:
[email protected]
[email protected]
Submit (1) one electronic copy. Proposals must be received prior to noon, January 31st, 2022.

Proposals shall include as a minimum the following:

3 Project approach and schedule
Describe the proposed approach and procedures to be used in completing the tasks described in the Scope of Services. Include a proposed schedule showing completion of the various tasks.

Cover letter
The cover letter should include a brief overview of the specific approach and procedures the firm proposes to complete the tasks described in the Scope of Services. Please explain why the Consultant’s proposal is the best proposal for the City. The cover letter must be signed by an official authorized to bind the successful firm contractually and shall contain a statement to the effect that the proposal is a firm offer for a minimum period of thirty (30) days after the submittal date. The letter accompanying the proposal shall also provide the following: name, title, address, and telephone number of individuals with the authority to negotiate a contract and bind the consultant to the terms of the contract.

Project team
Describe the qualifications and experience of the firm as related to the project, and the proposed staff to be assigned to this project. Describe the qualifications and experience of any proposed sub-consultants and identify the work they will accomplish. Firms, sub-consultants and proposed staff must demonstrate experience with similar projects. Staff proposed to be in charge of the project must demonstrate significant experience supervising similar work. Describe the proposed team organization, current and previous work assignments, and man-hours budgeted for each team member. Provide the name and brief resume of the individual who will be in responsible charge of the project along with the names and brief resumes of the firm’s staff who will be assigned to the project.

Example work product
Provide a minimum of one example work product which includes an evaluation with illustration of a project with similar or comparable scope of work.

Fee proposal
Provide a fee proposal based on an hourly rate schedule with a “not to exceed” maximum cost for all work identified in the Scope of Services. Provide a tabulation of the project staff and number of work hours for each task. Indicate if travel time, mileage, and per diem will be charged. Include any sub-consultant cost.

Additionally, please identify miscellaneous costs associated with this proposal. Submit a copy of your firm’s current itemized hourly rate fee schedule.

Please submit the fee proposal in a separate email titled “East Perkins Widening Project - Fee Proposal” to Andrew Stricklin at [email protected] References
Provide a list of similar projects for which the firm has completed similar projects with a list of at least three client references associated with these projects. Include client references for any proposed subconsultants. Provide names of contact person, addresses and telephone numbers for all client references.

Exceptions
Identify any exceptions you are proposing with respect to the Scope of Services. Additionally, if there are any exceptions to the City’s insurance requirements and/or the City’s draft professional services agreement as shown in Attachment “C,” the Consultant should list the exceptions in the proposal.

INSURANCE REQUIREMENTS
The insurance requirements are set forth in Attachment “C”.

EVALUATION OF CONSULTANT’S PROPOSAL
The following evaluation criteria and maximum points will be used in evaluating and selecting candidates:

1. Understanding of the work to be done. 30

2. Experience with similar kinds of work. 20

3. Quality of staff for work to be done. 20

4. Capability of developing innovative or advanced techniques. 10

4 5. Financial responsibility. 10

6. Demonstrated Technical Ability. 10

SUPPLEMENTAL REFERENCE INFORMATION
The following documents are provided for your reference:
• Location Map, Attachment “A”
• A draft professional services agreement, Attachment “B” • Insurance Requirements, Attachment “C”

RIGHT OF REFUSAL
The City reserves the right to reject any and all proposals without qualifications. Proposals will be considered only in their entirety. The City reserves the right to negotiate the specific requirements and costs for the East Perkins Widening Project.

QUESTIONS
Questions shall be directed to:

Andrew Stricklin, Associate Engineer
(707)463-6297 [email protected]

CITY OF UKIAH

PROPOSAL FOR

PREPARATION OF PLANS, SPECIFICATIONS & ESTIMATE FOR

EAST PERKINS WIDENING PROJECT
JANUARY 31, 2022
ATTACHMENT 2

1 Cover Letter
2 Project Approach and Schedule
Scope of Services
3 Project Team
Firm Profile
List of Similar Projects
Subconsultant Team
Organization Chart
Staffing Plan
Team Resumes
4 Example of Work Product
5 Fee Proposal
(Sent in a separate email)
6 References
Subconsultant References
7 Exceptions

TABLE OF CONTENTS

BKF ENGINEERS
200 Fourth Street, Suite 300, Santa Rosa, CA 95401 | t. 707.583.8500 01 / COVER LETTER
Andrew Stricklin, Associate Engineer January 31, 2022
City of Ukiah, Department of Public Works BKF Project No. P20212351 300 Seminary Avenue
Ukiah, CA 95482-5400
Proposal submitted electronically to [email protected] and [email protected] SUBJECT: PROPOSAL FOR THE PREPARATION OF PLANS, SPECIFICATIONS & ESTIMATE FOR

EAST PERKINS WIDENING PROJECT
Dear Andrew:

East Perkins Street is a flurry of activity! After just a quick exit off of the nearby US 101, the laid-back North Coast vibe quickly changes to one of more energy, and unfortunately, more traffic… East Perkins Street, particularly at the Orchard Avenue intersection, needs a strategic widening to add a new through lane to the intersection to reduce peak hour queuing. In addition to the widening, this busy area is also primed for additional improvements to paint the complete road revitalization picture, such as pavement rehabilitation, striping modifications and enhancements, and accessible curb ramps. While each project is truly unique, many contain the same core building blocks. We’ve stacked these blocks in creative and effective ways, creating a history of successfully projects over the last several years. We have a portfolio of satisfied municipal clients, as evidenced by our lasting relationships with public agencies and collection of successful public works projects.

Most recently, we worked closely with County of Marin staff to design the improvements for the Sir Francis Drake Boulevard Corridor Rehabilitation project. The project, which included pavement rehabilitation, curb ramp upgrades, bike lane striping, and water main replacement, was recently completed under budget and ahead of schedule, with no significant design changes or change orders needed. The project has been such a success that County staff have applied for an American Public Works Association (APWA) award for this project. Our team has also recently completed the design for the Mendocino Avenue Sewer Rehabilitation project in the City of Santa Rosa, one of many projects we have previously completed with the City. This project included the use of a trenchless slip-lining technology to address concerns with an aging and deteriorating sewer main. This unique approach avoids significant ground and traffic disturbances, while also limiting downtime to the sewer main in this largely commercial area of the City. BKF is currently working with the City of Petaluma, also a repeat client, for the rehabilitation of the busy North McDowell Corridor. This project, which is still in design, contains many of the same project components and considerations as does the Main Street project, including pavement rehabilitation and curb ramps.

BKF has teamed with LACO Associates (LACO), a local firm, to provide geotechnical support. LACO will be conducting geotechnical borings and will prepare a geotechnical investigation report with pavement and soil preparation recommendations. Additionally, W-Trans, a local leader in transportation design, and the designers of the Gobbi Street and Waugh Lane Signal Modification project, will be preparing the signal design and street light relocation drawings. Planting and irrigation design will be completed by Integra Landscape Architecture, with a focus on special planting suitable for Low Impact Development (LID) facilities. We have worked together on similar projects, and each bring relevant past project experience to the team. We have also offered within our proposal an optional task for underground utility locating services, which BKF can complete in-house, as well as SWPPP preparation and Construction Administration Support, should these services be needed.

This proposal is a firm offer that is valid for thirty (30) days following today’s date.

01 / COVER LETTER
Ukiah, Proposal for East Perkins Widening 2 BKF ENGINEERS BKF understands that the City of Ukiah currently has three projects issued with Requests For Proposals (RFP) which may have overlapping design schedules. Pursuant to the RFP, the enclosed proposal has been prepared for this single, individual project. However, during our preparation of our proposal, we have seen that there are great opportunities to realize significant efficiencies in both schedule and level of effort if multiple projects were designed concurrently by our office. We would welcome the opportunity to demonstrate how we can improve the schedule and overall soft costs of each project by offering our services on all three.

Please feel free to contact us accordingly if this is of interest to the City.

We are excited to have the opportunity to be the team that helps the City realize the new improvements needed on this key roadway. We appreciate your consideration of our proposal and look forward to continuing our relationship with the City. As Vice President, I have the authority to bind the firm to the terms of this proposal. If you have any questions, please contact me at 707.583.8515 or by email at [email protected].

Sincerely,

BKF ENGINEERS
Jason Kirchmann, PE, PLS, QSD/P Becky Dower, PE, QSD/P (Main Point of Contact) Vice President Project Manager
t. 707.583.8515 t. 707.583.8536
[email protected] [email protected]

AUTHORITY TO NEGOTIATE

CONTRACT
Name: Jason Kirchmann
Title: Vice President
Address: 200 4th Street, Ste. 300
Santa Rosa, CA 95401
Telephone: 707.583.8515

02 / PROJECT APPROACH AND SCHEDULE
Ukiah, Proposal for East Perkins Widening 3 BKF ENGINEERS I. PROJECT APPROACH
It is our understanding that the City of Ukiah, using Measure Y funds, intends for the East Perkins Widening Project to be a revitalization of Perkins Street from Main Street to Pomeroy Avenue with improvements intended to restart the pavement design life and polish off the corridor following the recent completion of the overhead undergrounding project. While the entire project corridor spans approximately 2,470 linear feet in length, most of the desired improvements are centered around the East Perkins Street and South Orchard Avenue intersection, adjacent to the 101 interchange. The improvements at this location are to support a new vehicle lane through the intersection; including widening on the north side and south side of East Perkins Street, along with the associated hardscape (new 5-foot sidewalk) and utility improvements (including new storm drain, street light relocation, and traffic signal relocation).

We have reviewed pertinent sections of the Route 101 Corridor Interchange Study in Mendocino County (Ukiah Area) report prepared in 2005 by TJKM to gain a better understanding of the traffic flow challenges at and new the East Perkins Street and Orchard Avenue Intersection. While we understand the modifications to the northbound offramp are not contemplated with this project, we do see opportunities to construct our project in a way that will dovetail easiliy into the future anticipated ramp configuration.

Our exhibit shown above illustrates our understanding of the geometry layout and striping design that will be needed to address the immediate needs of the intersection. However, we have identified additional key design components and unique challenges that we expect to encounter along the rest of the project corridor:

TRAFFIC SIGNAL TRANSITION WHILE MINIMIZING IMPACTS TO TRAFFIC To gain an understanding of the existing signal underground infrastructure, W-Trans will utilize their advanced underground conduit camera to determine the condition and location of existing conduits to assess the ability to modify the existing system with new conductors. Understanding the ability to reuse the existing conductors can not only potentially save construction costs, but can limit the amount of ground disturbing (and traffic disturbing) work that will need to occur at the intersection. We have noted that the electrical service cabinet for th signal is located in the northeast corner of the intersection, where no widening is proposed. As such, we are not expecting to need to relocate this cabinet nor coordinate with PG&E. Both the potential conduit and electrical service cabinet reuse will allow us to keep the existing signal operational while the new poles are erected. With the exception of a short-duration tie-in of the new poles to the existing infrastructure, we expect traffic operations to be minimally impacted by the installation of the new signals.

Accessible Curb Ramp Design: BKF will identify a proposed new configuration for each of the 10 new curb ramps to be replaced. At this time, we are expecting that many of the ramps to be replaced will not be able to be constructed in accordance with the City of Ukiah’s standard Curb Ramp detail, due to apparent limitation in

02 / PROJECT APPROACH AND SCHEDULE
Ukiah, Proposal for East Perkins Widening 4 BKF ENGINEERS the available right-of-way. Use of the Caltrans Standard Modified Case C Ramp will be investigated as a potential ramp option for locations with limited right-of-way. Our review of the project site and available right-of-way mapping have led us to understand that the pedestrian curb ramp improvements at the East Perkins Street and Mason Street intersection and the East Perkins Street and Leslie Street intersection will require creative layout solutions. BKF will leverage our on-staff ADA Certified Access Specialist (CASp) for support, as needed, when dealing with challenging ramps such as these. Ramps and crossing improvements will be designed to maintain a consistent “look and feel” to the improvements currently being design and constructed for the Downtown Streetscape Improvement Projects.

Pavement Rehabilitation: According to the City of Ukiah Pavement Condition Index (PCI) map, East Perkins Street is in Category I – Very Good condition, as indicated by the green color. However, as we observed during our visit to the project site, the roadway is lined with trenching patches from previous utility projects and needs a surface treatment to seal and secure the driving surface from water intrusion.

UKIAH PCI MAP
Geotechnical boring information and traffic index data will be used to inform the design of a pavement rehabilitation approach. Pavement techniques are expected to include a grind and overlay, and potential for digouts or trench re-compaction efforts at limited locations. BKF will present the pavement rehabilitation options to the City and will work with City staff to identify the preferred rehabilitation techniques in order to achieve the intended result while offering opportunities for cost savings by incorporating less intensive restoration where suitable.

Pedestrian Crossing Enhancements at Mason Street, Leslie Street, and Warren Drive: BKF will coordinate layout and prepare design for a new, enhanced pedestrian crossing near the unsignalized intersections of East Perkins Street and Mason Street, East Perkins Street and Leslie Street, and East Perkins Street and Warren Drive.

All of these three-leg intersections are currently striped with a crosswalk over East Perkins Street. To enhance pedestrian safety, BKF will to investigate striping and signage improvements that can be employed to increase visibility and awareness of the pedestrian crossings.

Limited Hardscape Improvements: It is our understanding that the City is not looking to replace sidewalk, curb, and gutter with this project, with the exception of the new sidewalk installation noted near the intersection of East Perkins Street and South Orchard Avenue. Based on our familiarity with the corridor, we know that there are some sections of curb and gutter that are in poor condition. For project longevity and “curb appeal”, we would recommend to the City that replacement of curb and gutter in selected and limited areas be considered as part of this project.

02 / PROJECT APPROACH AND SCHEDULE
Ukiah, Proposal for East Perkins Widening 5 BKF ENGINEERS Low Impact Development (LID): Based on our review of the project site, we believe that the new improvements will trigger compliance with the State Water Resources Control Board (SWRCB) Phase 1 MS4 permit. The City of Ukiah, like many jurisdictions, has elected to follow the guidance spelled out in the City of Santa Rosa Low Impact Development Technical Design Manual (LID Manual) to illustrate compliance with the MS4 permit. BKF is very familiar with the LID Manual – we quite literally helped to write the book! Our Quality Control Manager, Geoff Coleman, was a contributing author for the LID Manual and provides on-going mentoring to BKF staff on the in, outs, whys, and why nots associated with LID implementation. We are familiar with incorporating LID features into existing roadway corridors and understand the significant cost impact and construction impact these features can have if not appropriately planned for.

II. SCHEDULE
A detailed project schedule for all phases of the project is provided on the following three pages. We understand the desire to have bid-ready documents by the fall of 2022, setting the stage for project construction in early 2023.

As you will see on our graphical schedule, complete the PS&E package for bidding can be easily accommodated within this timeframe. Receiving an Encroachment Permit from Caltrans, however, might not fall in place as quickly.

The Caltrans Encroachment Permit process will be critical path on this project. Our schedule and our scope plan on addressing this critical-path item shortly after the commencement of work towards the 60% design milestone. Several rounds of review through Caltrans is expected, at best, and with often long delays in waiting for plan review comments, we feel it is most efficient to get the Encroachment Permit materials submitted to Caltrans sooner than later, as we have found it to be often the case that the project may be poised for bidding before receiving an approved Encroachment Permit. We are familiar and comfortable with developing specification language that will alert the contractor to the situation around the pending permit and the anticipated “additional permit provisions”, such as the Notice of Materials to be Used documentation and required pre-job meeting.

Ukiah, Proposal for East Perkins Widening 6 BKF ENGINEERS 02 / PROJECT APPROACH AND SCHEDULE
ID Task
Mode
Task Name Duration Start Finish
1 Project Management 38.2 wks Mon 2/28/22 Mon
11/21/22
2 Project Management 191 days Mon 2/28/22 Mon
11/21/22
3 Project Kick-Off Meeting 1 day Mon 3/7/22 Mon 3/7/22
4 Data Collection 30 days Mon 3/7/22 Fri 4/15/22
5 Record Data Collection and Field Review 6 wks Mon 3/7/22 Fri 4/15/22 6 Public Utilities Coordination 4 wks Mon 3/7/22 Fri 4/1/22 7 Topographic Survey 6 wks Mon 3/7/22 Fri 4/15/22
8 Geotechnical Investigation 4 wks Mon 3/14/22 Fri 4/8/22 9 30% Design 46 days Mon 3/28/22 Mon
5/30/22
10 Design Drawings/Coordination 5 wks Mon 3/28/22 Fri 4/29/22 11 Calculations 5 wks Mon 3/28/22 Fri 4/29/22
12 Specifications and Estimate 2 wks Mon 4/18/22 Fri 4/29/22 13 30% QA/QC Review 1 wk Mon 5/2/22 Fri 5/6/22
14 30% Design Package to City 0 days Fri 5/13/22 Fri 5/13/22 15 City Review of 30% Design Package 2 wks Mon 5/16/22 Fri 5/27/22 16 Progress Review Meeting 1 day Mon 5/30/22 Mon
5/30/22
17 60% Design 61 days Fri 6/3/22 Fri 8/26/22
18 Site Walk 1 day Fri 6/3/22 Fri 6/3/22
19 Design Drawings/Coordination 8 wks Mon 6/6/22 Fri 7/29/22 20 Calculations 8 wks Mon 6/6/22 Fri 7/29/22
Project Management
Project Management
Project Kick-Off Meeting
Data Collection
Record Data Collection and Field Review
Public Utilities Coordination
Topographic Survey
Geotechnical Investigation
30% Design
Design Drawings/Coordination
Calculations
Specifications and Estimate
30% QA/QC Review
5/13
City Review of 30% Design Package
Progress Review Meeting
60% Design
Site Walk
Design Drawings/Coordination
Calculations
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb 1st Quarter 2nd Quarter 3rd Quarter 4th Quarter 1st Quarter Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress

East Perkins Widening Project
BKF No. P212351
Project Schedule

Ukiah, Proposal for East Perkins Widening 7 BKF ENGINEERS 02 / PROJECT APPROACH AND SCHEDULE
ID Task
Mode
Task Name Duration Start Finish
21 Specifications and Estimate 1 wk Mon 7/25/22 Fri 7/29/22 22 60% QA/QC Review 1 wk Mon 8/1/22 Fri 8/5/22
23 60% Design Package to City 0 days Fri 8/12/22 Fri 8/12/22 24 City Review of 60% Design Package 2 wks Mon 8/15/22 Fri 8/26/22 25 Progress Review Meeting 1 day Fri 8/26/22 Fri 8/26/22 26 Caltrans Encroachment Permit 134 days Mon 6/20/22 Fri 12/23/22 27 Right-of-Way Improvement Drawings 4 wks Mon 6/20/22 Fri 7/15/22 28 Permit Application Preparation 4 wks Mon 6/20/22 Fri 7/15/22 29 1st Encroachment Permit Submittal 0 days Fri 7/15/22 Fri 7/15/22 30 Caltrans Review Period 30 days Mon 7/18/22 Fri 8/26/22 31 Response to Comments 10 days Mon 8/29/22 Fri 9/9/22
32 2nd Encroachment Permit Submittal 0 days Fri 9/9/22 Fri 9/9/22 33 Caltrans Review Period 30 days Mon 9/12/22 Fri 10/21/22 34 Response to Comments 10 days Mon 10/24/22 Fri 11/4/22 35 3rd Encroachment Permit Submittal 0 days Fri 11/4/22 Fri 11/4/22 36 Anticapated Encroachment Permit Approval 0 days Fri 12/23/22 Fri 12/23/22 37 90% Design 45 days Mon 8/29/22 Fri 10/28/22
38 Design Drawings/Coordination 4 wks Mon 8/29/22 Fri 9/23/22 39 Calculations 4 wks Mon 8/29/22 Fri 9/23/22
40 Specifications and Estimate 2 wks Mon 9/12/22 Fri 9/23/22 Specifications and Estimate
60% QA/QC Review
8/12
City Review of 60% Design Package
Progress Review Meeting
Caltrans Encroachment Permit
Right-of-Way Improvement Drawings
Permit Application Preparation
7/15
Caltrans Review Period
Response to Comments
9/9
Caltrans Review Period
Response to Comments
11/4
12/23
90% Design
Design Drawings/Coordination
Calculations
Specifications and Estimate
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb 1st Quarter 2nd Quarter 3rd Quarter 4th Quarter 1st Quarter Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress

East Perkins Widening Project
BKF No. P212351
Project Schedule

Ukiah, Proposal for East Perkins Widening 8 BKF ENGINEERS 02 / PROJECT APPROACH AND SCHEDULE
ID Task
Mode
Task Name Duration Start Finish
41 90% QA/QC Review 1 wk Mon 9/26/22 Fri 9/30/22
42 90% Design Package to City 0 days Fri 10/7/22 Fri 10/7/22 43 City Review of 90% Design Package 2 wks Mon 10/10/22 Fri 10/21/22 44 Progress Review Meeting 1 day Fri 10/28/22 Fri 10/28/22 45 SWPPP 4 wks Mon 10/10/22 Fri 11/4/22
46 SWPPP and PRD Preparation 4 wks Mon 10/10/22 Fri 11/4/22 47 Final PS&E 16 days Mon 10/31/22 Mon
11/21/22
48 Design Drawings/Coordination 2 wks Mon 10/31/22 Fri 11/11/22 49 Calculations 2 wks Mon 10/31/22 Fri 11/11/22
50 Specifications and Estimate 2 wks Mon 10/31/22 Fri 11/11/22 51 Final QA/QC Review 1 wk Mon 11/14/22 Fri 11/18/22
52 Final Design Package to City for Bidding 0 days Mon 11/21/22 Mon 11/21/22
53 54
55 56
57 58
59 60
90% QA/QC Review
10/7
City Review of 90% Design Package
Progress Review Meeting
SWPPP
SWPPP and PRD Preparation
Final PS&E
Design Drawings/Coordination
Calculations
Specifications and Estimate
Final QA/QC Review
11/21
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb 1st Quarter 2nd Quarter 3rd Quarter 4th Quarter 1st Quarter Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress

East Perkins Widening Project
BKF No. P212351
Project Schedule

02 / PROJECT APPROACH AND SCHEDULE
Ukiah, Proposal for East Perkins Widening 9 BKF ENGINEERS

SCOPE OF SERVICES
TASK 1: PROJECT MANAGEMENT
Project Management: BKF will provide general project management and consultant oversight services including defining and tracking tasks, status updates, general coordination, and preparation of a detailed schedule showing planned milestones and deliverables to be achieved for completion of the project. BKF will also track the budget and issue monthly invoices.

Project Kick-Off Meeting: BKF will schedule regular progress meeting to discuss the status of the project, upcoming efforts, issues, coordination items, and other relevant information. Agendas, action logs, updated project schedules, and meeting minutes will be prepared and distributed. We will also maintain frequent and timely communication with City staff throughout the duration of the project.

Routine Status Update Meetings: BKF will schedule regular progress meeting to discuss the status of the project, upcoming efforts, issues, coordination items, and other relevant information. Agendas, action logs, updated project schedules, and meeting minutes will be prepared and distributed. We will also maintain frequent and timely communication with City staff throughout the duration of the project.

Quality Assurance/Quality Control (QA/QC): BKF will perform quality control checks for each submittal in accordance with BKF’s Quality Manual prior to submitting to City. BKF’s Quality Control Manger will review both in-house and subconsultant work at each phase of the project to ensure quality and contract compliance. All plan review comments are documented and formally responded to the form of a comment response letter and/or comment response markups. A copy of BKF’s full Quality Manual can be provided upon request.

Deliverables:
• Schedule Updates
• Invoices
• Progress Report
• Updated Action Log
• Meeting Agendas and Minutes
• Plan Review Response Documents
TASK 2: DATA COLLECTION
Record Data Collection and Field Review: BKF will research and collect available records from the City, Mendocino County, and the public utilities to obtain property line, utility data, geotechnical information and traffic information. BKF will take notes of any potential public/private conflicts within rights-of-way. While BKF understand that it is the City’s intent to construct the project within existing public rights-of-way, should a conflict occur, BKF will address the need for easements.

Public Utilities Coordination: Older streets often times have shallow utilities which may conflict with full depth replacement paving or other designs implemented with this project. Additionally, in order to prolong the finished streets lifespan, it is important to coordinate any planned utility projects prior to final paving. We understand that PG&E and AT&T will be undergrounding their existing overhead facilities prior to the start of construction for this project. BKF will communication with PG&E, Comcast, AT&T, and the City of Ukiah Public Works Utilities Division to understand the location of the existing and future utilities and to coordinate relocations and potential upgrades to their facilities, if needed.

Topographic Survey: In an effort to be efficient with our services and provide data only to the accuracy needed in specific locations, BKF will utilize multiple survey tools to survey the project corridor. We will leverage our Unmanned Aerial Vehicle (UAV, also known as a drone), with integrated real time kinematic GPS to perform a flight of the corridor. The UAV data will be adjusted to survey control set by BKF throughout the project area to generate ortho-rectified aerial photos and aerial survey accuracy topographic information. BKF’s field crews will supplement the UAV survey data with typical cross sections of the boulevard at critical locations and higher

02 / PROJECT APPROACH AND SCHEDULE
Ukiah, Proposal for East Perkins Widening 10 BKF ENGINEERS density topographic spot data where bulb-outs or curb ramps are anticipated. We will reserve some additional survey time to come back and densify the topography as needed in critical areas such as sidewalk gap closures or unique street designs. By reserving some time to come back and densify the topography, we have an opportunity to let the design drive the survey efforts so that we are not wasting time surveying features which may not require survey grade accuracy.

The topographic mapping approach described herein will generate a base map for the entire project. The base maps will include topographic and utility information encountered during the course of the survey and as provided by the City. Our understanding is that the City expects the project will be constructed within previously established City right-of-way. However, if required, BKF can perform a right-of-way survey of the City owned property rights and adjoining private properties. Please refer to optional services for right-of-way surveying services. Formal boundary determination and a record of survey are not included, but can be provided as an additional service.

BKF will complete field surveys along the roadway, acquiring cross sections at 25 foot intervals. BKF will create base maps including topographic, utility, and boundary information that will be based on existing as-builts, rightof-way and easement maps as provided by the City. Base maps will include topographic features and fixed works such as grade breaks, drainage swales, striping, edge of pavements, concrete, trees 12-inches in diameter and larger, bridge abutments, utility poles and other utility structures. Underground utilities will be shown based on observed surface information and as-built drawings provided by the City. “Dips” of gravity utility structures and subsurface exploration or detection of underground locating of utilities is not included in this scope of services, but can be provided as an additional service if requested.

Geotechnical Investigation: A site investigation and report prepared by a geotechnical engineer is highly recommended for paving rehabilitation projects with complex existing conditions and several potential solutions.

BKF, through our subconsultant, LACO, will prepare geotechnical report that will support project designs. To complete this exploration, we will leverage our past work in the area and the resulting knowledge of Ukiah’s unique geologic framework to minimize the level of effort in completing the following investigative tasks:
- Review local geologic reports, maps, and information in LACO’s database to determine anticipated site geology
- Install 10-14 borings to a depth of 5 feet and up to 2 borings to a depth of 15 feet to describe site soils, gauge soil density, and collect samples for analysis of engineering properties. Our professional staff will work with project designers to develop the appropriate testing program for the conditions and project needs.

Testing parameters will include R-values and compaction curves to support pavement design and later testing and inspections during construction
- Perform laboratory analyses to determine properties critical to the successful completion of the project As part of our planning for this field exploration, we will work with the City of Ukiah to obtain encroachment permits and determine traffic control plans as required. Following completion of this field scope, LACO will summarize our findings a report that will include an evaluation of geohazards and geotechnical considerations, coordinating closely with the project design team to ensure that we provide advice that best meets the needs of the project.

Deliverables:
• Base Map including Topography, Boundary, and Utility Information • Geotechnical Investigation Report
TASK 3: 30% DESIGN
Under this task, BKF will develop a 30% design package. We are familiar with the City of Ukiah Standard Plans and Notes, and are anticipating that these standards will be used as the basis for our design. BKF will coordinate with the City and verify that the proposed plan conforms to existing conditions, boundary, and site constraints. BKF will verify, based on the available record information, if there are any identifiable conflicts between proposed and existing improvements or any conflicts with the existing Right-of-Way limits. This task will also include time for a preliminary hydraulic and hydrology analysis to size the new section of storm drain. At this stage, we will also

02 / PROJECT APPROACH AND SCHEDULE
Ukiah, Proposal for East Perkins Widening 11 BKF ENGINEERS assess the potential need to incorporate Low Impact Development (LID) features, based on the amount of new or replaced impervious surface.

To develop the 30% design package, BKF will prepare design development and coordination documents to provide ideas and solicit feedback from the City. These documents may include brief written memos describing pavement rehabilitation approaches, preliminary cost estimates, and conceptual layout exhibits. To ensure that the project scope meets the City’s objectives while staying within the available construction budget, we recommend that weekly or biweekly check-in meetings be held to help define the scope of the project during this task. BKF has budgeted for up to twenty four (24) hours of combined staff time to attend meetings and participate in conference calls during this phase.

Drawings: We will prepare the following drawings:
- Civil Cover Sheet (1 sheet)
- Typical Roadway Sections (3 sheets)
- Grading Plan (5 sheets at 20 scale)
- Curb Ramp Grading Details (5 sheets at 10 scale)
- Paving and Striping Plan (5 sheets at 20 scale)
- Traffic Signal Plan (1 sheet)
- Planting Plan (2 sheets at 20 scale)
We will prepare the following supporting documents:
- Preliminary LID sizing calculations
- Preliminary engineers estimate of probable construction costs - Outline of technical specifications
Deliverables:
• Preliminary (30%) Design Drawings
• Preliminary (30%) Engineer’s Estimate of Probable Construction Costs TASK 4: 60% DESIGN
Due to the nature of these improvements, it would be important to schedule a site visit with City staff to “ground truth” the improvements illustrated on the 30% design drawings. Following the site visit, BKF will continue to coordinate with the City and our subconsultant to expand our design packages, including the development of pavement design calculations and the preparation of a preliminary Storm Water Low Impact Development Submittal (SWLIDS) in accordance with the City of Santa Rosa Low Impact Development Technical Design Memorandum.

Drawings: We will prepare the following drawings:
- Civil Cover Sheet (1 sheet)
- Notes & Legend (1 sheet)
- Typical Roadway Sections (3 sheets)
- Demolition Plan (5 sheets at 20 scale)
- Grading Plan (5 sheets at 20 scale)
- Curb Ramp Grading Details (5 sheets at 10 scale)
- Paving Plan (5 sheets at 20 scale)
- Striping and Signage Plan (5 sheets at 20 scale)
- Traffic Signal Plan (1 sheet)
- Signal Equipment Schedule (1 sheet)
- Lighting Plan (2 sheets)
- Planting Plan (2 sheets at 20 scale)
- Irrigation Plan (2 sheets at 20 scale)
- Sedimentation and Erosion Control Plan (5 sheets at 20 scale) - Construction Details (2 sheets)

02 / PROJECT APPROACH AND SCHEDULE
Ukiah, Proposal for East Perkins Widening 12 BKF ENGINEERS We will prepare the following supporting documents:
- Pavement design calculations
- Preliminary SWLIDS calculations and report
- MWELO and Cal-GREEN design calculations
- Engineers estimate of probable construction costs
- Technical specifications
Deliverables:
• Draft (60%) Design Drawings
• Draft (60%) Technical Specifications
• Draft (60%) Engineer’s Estimate of Probable Construction Costs • Draft (60%) Pavement Design Calculations
• Preliminary SWLIDS
TASK 5: 90% DESIGN
Based on the comments received on the 60% design submittal, BKF will advance the design of the paving, hardscape, signal, and utility improvements. During this task, we will layer in additional detail to the design and continue in-depth coordination with the City. It is assumed that the City will develop the Construction Agreement and will identify the forms that will be required as part of the bid and contract process. In additional to the drawings, final calculations, engineer’s estimate of probable construction costs, technical specifications will be prepared and provided. BKF has budgeted for up to sixteen (16) hours of combined staff time to attend meetings and participate in conference calls during this phase.

Deliverables:
• Final (100%) Design Drawings
• Final (100%) Technical Specifications
• Final (100%) Pavement Design Calculations
• Final (100%) Engineer’s Estimate of Probable Construction Costs TASK 6: CALTRANS ENCROACHMENT PERMIT
We understand that a portion of the project will fall within the Caltrans Right-of-Way which will require a separate parallel application and review process outside of the City for an encroachment permit from Caltrans. It is assumed that the City will be the applicant for the Caltrans Encroachment Permit. Due to the timeline typically associated with Caltrans encroachment permits, we expect to start this work prior to the completion of the 90% Design task described above. BKF will provide the following services:

1. Caltrans Encroachment Permit Application and Coordination: BKF will provide application support to the City in order to submit the necessary documentation for application review and permitting by Caltrans. BKF will coordinate with the City and Caltrans regarding the necessary deliverables for agency approval.

2. Caltrans Right-of-Way Improvement Drawings: BKF will prepare a single set of stand-alone Caltrans Rightof-Way Improvement Drawings formatted for an encroachment permit submittal to the Caltrans Office of Encroachment Permits. BKF will also prepare Caltrans BMP “DPP-1” checklist which is typically required by Caltrans to accompany encroachment permit submittals.

3. Response to Caltrans Comments: BKF will revise the drawings based on Caltrans comments and re-submit for review. It is our recent experience with Caltrans that the Office of Encroachment Permits’ plan check comments have a high degree of variability and a number of supporting documents are often requested including but not limited to Fact Sheet Memos for Mandatory/Advisory Design Exceptions, Storm Water Data Checklists, Drainage Memoranda, Utility Policy Exceptions, Project Schedules, etc. We will coordinate with the City to provide these items as they are requested by Caltrans and have allocated fee for up to three (3) resubmittals.

02 / PROJECT APPROACH AND SCHEDULE
Ukiah, Proposal for East Perkins Widening 13 BKF ENGINEERS TASK 7: FINAL PS&E
It is our understanding that these documents will be used by the City to perform the bidding process; as such the documents will be detailed to the level required by the contractor to bid and construct. BKF will finalize the plans, specifications, and engineer’s estimate of probable construction costs (collectively known as PS&E) based on final review comments from the City.

Deliverables:
• Final Signed/Sealed Drawings for Construction
• Final Signed/Sealed Technical Specifications
• Final Signed/Sealed Engineer’s Estimate of Probable Construction Costs • Digital (PDF and AutoCAD) Copy of the Drawings for Construction • Digital (PDF) Copy of the Technical Specifications
• Digital (Excel) Copy of the Engineer’s Estimate
OPTIONAL TASK 1: RIGHT-OF-WAY, BOUNDARY AND RECORD OF SURVEY If requested or if during the course of BKF’s survey, it appears that section 8762 of the California Professional Land Surveyor’s Act will be triggered, requiring a Record of Survey, BKF will notify the City and discuss the right of way mapping options. Once this occurs, BKF can provide boundary surveying to resolve right of way and easement locations based on title reports provided to BKF by the City. Should right-of-way or easement acquisitions be required, BKF will prepare legal descriptions and plat to accompany the offers made to private property owners.

Upon completion of the boundary survey, BKF will file a Record of Survey with the Mendocino County Surveyor to fulfill our legal and professional obligations
OPTIONAL TASK 2: SWPPP
BKF will provide Qualified SWPPP Developer (QSD) services in compliance with the Construction General Permit Order 2009-0009-DWQ as amended by Order 2010-0014-DWQ, administered by the State Water Resources Control Board (SWRCB). We will provide support services to the owner’s Legally Responsible Person (LRP) to submit Permit Registration Documents (PRDs) to the State’s online Storm Water Multiple Application and Report Tracking System (SMARTS) program website. Is it assumed that the contractor will provide QSP services for the project including implementation of the SWPPP document.

OPTIONAL TASK 3: UNDERGROUND UTILITY LOCATING SERVICES
If requested, BKF will provide underground utility detection services in the same area of the proposed topographic survey. BKF will perform utility investigation services using industry acceptable methods to determine the approximate horizontal position and count of existing utilities on the subject site (except irrigation, typical). BKF’s field crews will use a combination of water-based paint or marking chalk or pin flags (in the appropriate APWA color) to mark the results of our investigation on the ground surface. BKF will compare available utility record information (supplied by City) with the results of field investigation services to consolidate field evidence and record documentation. Utilities not identifiable by BKF’s field crews due to lack of utility record information or above ground appurtenances will be marked with pink paint on the ground surface and annotated as “Unknown” on the project deliverables. Once the utilities have been marked, BKF will survey the locations of the utilities and add them to the base drawing. BKF will utilize the projects’ horizontal and vertical coordinate system so as to keep the utility data on the same coordinate system as the surveying files. BKF will make a reasonable effort to locate and map underground utilities, however, given the current technological limitations of the locating equipment, a guarantee as to all utilities cannot be made.

OPTIONAL TASK 4: BID AND CONSTRUCTION PHASE SUPPORT SERVICES BKF can provide bid and construction phase support services. Scope and fee can be provided upon request and would be executed as an amendment to the Professional Consulting Services Agreement.

Bid Support Services: BKF can assist the City during the construction bid solicitation process on an as-needed basis. Bid support services can include the following:

02 / PROJECT APPROACH AND SCHEDULE
Ukiah, Proposal for East Perkins Widening 14 BKF ENGINEERS a. Responding to RFI during the bid process
b. Assisting the City with issuing bid addendum packages c. Summarizing and tabulating received bids
Construction Support Services: BKF will allocated time to support the contractor and design team during the construction phase of the project. Anticipated services include written response to requests for information, review of submittals, and drawing revisions as needed. Preparation of record drawings based on the contractor’s as-builts can also be provided as part of this service.

Construction Meetings: BKF can attend site meetings with the contractor during the construction process.

Anticipated meetings include the following:
a. Pre-construction meeting
b. Three (3) interim site visits
c. Final punch-list walk
d. Additional meetings as determined necessary by the City OPTIONAL TASK 5: CALTRANS TRAFFIC CONTROL PLAN
In the event that Caltrans requires a traffic control plan be prepared prior to issuance of the Encroachment Permit, BKF can prepare this plan to illustrate the traffic handling and detour needed to minimize impacts to the adjacent Highway 101 ramps and freeway.

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 15 BKF ENGINEERS

FIRM PROFILE

SERVICES
- Civil Engineering
- Surveying
- Planning
- Transportation
- Water Resources
- Sustainability
- Construction
Management
- Utility Locating
Since 1915, BKF Engineers earned a reputation for its ability to successfully plan, design, survey, and implement complex projects. We draw upon and utilize our experience diligently guiding projects from the initial due diligence and feasibility stages, progressing project designs and agency approvals, and concluding with construction and implementation. This proven approach recognizes that developing dynamic projects is informed by focused team collaboration, mitigating physical constraints and potential risks, and balancing designs goals with value engineering solutions.

BKF’s involvement in public works, roadway, and right-of-way engineering projects began in 1962. Since that time, BKF has built a reputation on its ability to manage, design, and process civic projects for public sector clients. BKF’s success stems from our ability to understand the complex elements of reconstruction and in-fill work that is predominant throughout the North Bay and beyond. BKF has often been intentionally selected to manage and deliver the most demanding projects on schedule and within budget. These projects typically involve environmental constraints, multi-jurisdiction approvals, management of large project teams, and complex implementation.

Eighty percent of our transportation projects involve Caltrans to some extent. This experience demonstrates our firm’s comprehensive knowledge of developing, processing, and delivering improvement plans and bid documents that adhere to State standard plans, specifications, and design manuals. BKF has produced numerous projects involving various levels of complexity and requiring a range of documents for funding applications, project approval, environmental clearance, and construction.

Since we are based in the North Bay, BKF can immediately mobilize to meet the demands of the proposed project on very short notice. All the staff proposed have the availability to perform the tasks for which they have been assigned to ensure that this project is delivered in a timely fashion.

BKF Engineers
Santa Rosa
Redwood City
San Jose
Walnut Creek
Pleasanton
Sacramento
Oakland
San Francisco
San Rafael
Modesto
Richmond
Salinas
Newport Beach
San Diego
San Luis Obispo
Portland, OR

OFFICE LOCATIONS

FINANCIAL RESPONSIBILITY
BKF has 100 years of being financially conservative and is in excellent financial condition. We have been audited by several public agencies and have always been found in compliance with generally accepted accounting practices.

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 16 BKF ENGINEERS Employing internal controls that balances diligence, technical innovation, precision, and efficiency. Our dedicated team of licensed professional, surveying experts, and experienced field crews specialize in a diverse portfolio of services, including geodetic and photo control, right-of-way and
ALTA surveys, topographic and utility surveying, boundary resolution and mapping construction surveys, and BIM
integration.

SURVEYING
To balance increasing regulatory and operational demands with active risk and cost management, BKF assists clients with customized monitoring programs, including automated electronic sensors, data acquisition software, and data transmission and analysis. BKF’s customized automated
monitoring programs replace traditional settlement monitoring processes, work within project constraints, and reduce costs by utilizing a network of integrated hardware and software to accurately measure and transmit sensor data securely.

AUTOMATED MONITORING Protecting local and district scale water and ecological environments is critical to preserving the natural environments within our communities and ensuring compliance with
permitting regulations. BKF has over 40 trained and certified SWPPP Developers and Practitioners on staff who regularly provide both Stormwater Pollution Prevention Plan (SWPPP) development and inspection services throughout California.

SWPPP DEVELOPMENT/IMPLEMENTATION
BKF coordinates and delivers specialized utility locating by employing the latest technology in electromagnetic induction (EMI), magnetometers, and ground penetrating radar (GPR).

Aiding our engineers and surveyors in delivering a more complete product, our in-house team identifies and locates existing subsurface utility infrastructure to mitigate conflicts and obstructions during design and construction.

UTILITY LOCATING
BKF provides project and construction management services.

Our experienced team collaborates with our clients to
implement quality managerial oversight of preconstruction; proactively identify potential constraints, and create a roadmap to successfully navigate processes for successful project completion. Our team unites planning, engineering fundamentals, and project management procedures to
deliver projects that proactively and economically address clients’ goals.

CONSTRUCTION MANAGEMENT
BKF’s sustainability commitment is fundamental to improving our local communities. Our environmentally conscious designs demonstrate creative strategies and solutions that have a lasting impact on the future performance of these immersive and transformative environments. Our team continually
finds innovative ways to integrate sustainable designs
while thoughtfully considering long-term maintenance, site constraints, budgets, and schedules.

SUSTAINABILITY
BKF specializes in end-to-end solutions for the management of dynamic utility infrastructure. Our breadth of experience includes master planning and modeling, detailed design, sustainable infrastructure consulting, and construction management and administration. Navigating complex
project issues, including client needs, regulations compliance, finances, utility conflicts, and permitting.

WATER RESOURCES
To implement BIM and Civil 3D integration, BKF subscribes to Autodesk’s Full AEC Infrastructure Design Suite and utilizes the latest version of REVIT software in our designs. BKF specializes in BIM modeling to integrate AutoCAD and Revit 3D models of civil designs holistically with the work products from multi-disciplinary design teams.

BIM
Through the use of leading industry technology, such as Leica’s HDS Scanner, BKF collects high resolution point cloud data at up to 1,000,000 points per second. The detailed data gathered enables the creation of 3-dimensional models of projects, including as-built surveys, quality assurance/quality control, topographical site surveys, roadway and highway surveys, ADA surveys, buildings, bridges, striping, and utility plants. 3D SCANNING

ADDITIONAL SERVICES

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 17 BKF ENGINEERS - Sir Francis Drake Boulevard Rehabilitation, Marin County - Calistoga City Street Rehabilitation, Calistoga
- Francisco Boulevard, San Rafael
- 2021 Road Rehabilitation Project, Corte Madera
- Miller Avenue Streetscape Improvements, Mill Valley
- Downtown Streetscape Improvements, Healdsburg
- Lincoln Boulevard Improvements, Lincoln
- Laurel Grove Safe Pathways to School II, Ross
- Smith Ranch Road and Lucas Valley Road Resurfacing, San Rafael - Third Street Improvement Project, San Rafael
- Conde Lane/Johnson Street Pedestrian Enhancement, Windsor - Intersection/ADA Improvements, Petaluma
- Grayson Avenue and South Crane Avenue Rehabilitation, St. Helena - Cavendish Lane Improvement Project, Oakland
- Mill District Street Improvements, Healdsburg
- Moraga Traffic Safety Construction Design, Moraga
- Petaluma Boulevard South Road Diet, Petaluma
- Farm Bureau Road Complete Streets Plan, Concord
- Contra Costa Boulevard Corridor Improvements, Pleasant Hill - Depot Street Beautification, Morgan Hill
- Downtown Dublin Streetscape Plan, Dublin
- Fairmount Avenue Streetscape, El Cerrito
- Golden Gate Drive Streetscape, Dublin
- Hesperian Boulevard Streetscape, San Lorenzo

LIST OF SIMILAR PROJECTS
BKF has built a reputation over the last 25 years on its ability to manage, design, and process roadway and highway projects, both inside and outside of State right-of-way. BKF’s success stems from our ability to anticipate, identify, and resolve the complex and multifaceted elements of design and construction. In the past, BKF has been singled-out and specifically selected by clients to manage and deliver exceptionally demanding projects on an accelerated schedule and within budget. These projects typically involve environmental constraints, multijurisdictional processing and approvals, community consensus building, multi-modal interfaces, right-of-way acquisition, cost control of large project teams, and complex implementation. Included below is a list of select similar projects BKF has worked on. Expanded descriptions of the first three highlighted projects can be found in the Reference section of this proposal.

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 18 BKF ENGINEERS

SUBCONSULTANT TEAM
W-TRANS | SIGNALS & LIGHTING
W-Trans provides traffic engineering and transportation planning services that emphasize mobility within available resources and help transform streets to serve all potential users. The firm’s staff members are particularly skilled in retrofitting streets and roads to make walking, bicycling and transit use safer and more convenient while also appropriately managing vehicle traffic.

The firm’s strength and focus are on balancing the technical needs and functionality of traffic with the desire of communities to create more livable streets and sustainable transportation systems.

W-Trans’ staff have applied their skills to a variety of projects ranging from traffic operation analyses, traffic collision reduction programs, transportation facilities design including traffic signal and roundabout design to downtown revitalization, streetscape planning efforts and complete street projects. They take a holistic approach to traffic engineering, realizing that solutions cannot be developed in a vacuum or strictly follow the standards of the past. Traffic analysis and design must be sensitive to the context of the surrounding land use and community goals to be successful.

LIST OF SIMILAR PROJECTS
- Gobbi Street and Waugh Lane Signal Design, Ukiah
- Oak Grove/Carolan Avenue Signal Design,
Burlingame
- Novato Boulevard Improvements Design, Novato
- Old Redwood Highway/US 101 Pedestrian and Bike
Improvements, Windsor
- San Carlos-Belmont Four Corners Design, Belmont
- Operations Study and Traffic Signal Design,
Cloverdale
- Hesperian/Sycamore Traffic Signal Modification,
Alameda County
- Coyote Valley Reservation Beacons Design,
Mendocino County
- Striping and Traffic Signal Modification for Old
Redwood Highway/E. Cotati Avenue, Cotati
- Traffic Signal Intersection Upgrades, Marin County
LACO ASSOCIATES | GEOTECHNICAL
Founded in 1954, LACO Associates (LACO) has provided professional consulting services and support to Northern California for over 65 years. From the beginning, LACO has understood the value of personal relationships and the need for diverse professional services. With a staff of over 60, and offices in Eureka, Ukiah, Santa Rosa and Chico, their team remains committed to preserving and enhancing natural resources and advancing the quality of life for generations to come in our communities across Northern California.

As LACO has grown, it has responded to its clients’ need for professional support throughout the life cycle of their projects by creating its Integrated Solutions strategy, a structure that allows for communication, collaboration, and fulfillment between multiple discourses and a much wider perspective of the project at hand. LACO’s goal is to make the project less overwhelming, and more enjoyable. The process should be seamless, ending with a successfully completed project, on time, and on budget.

LACO streamlines communications and maintains accountability. Its clients do not have to manage the overwhelming process of retaining and managing multiple consulting firms, or decipher complex local, state, and federal regulatory agency requirements alone. LACO prides themselves on being a full-service consulting firm, and they make it their goal to become trusted advisors.

LIST OF SIMILAR PROJECTS
- Mendocino College, Secondary Access Road, Ukiah
- City of Lakeport/SSA Architects, Lakefront Park,
Lakeport
- Dry Creek Rancheria Band of Pomo Indians, multiple
geotechnical projects supporting infrastructure
improvements, Healdsburg
- Round Valley Indian Housing Authority, multiple
geotechnical projects supporting infrastructure
improvements, Covelo
- Ukiah Unified School District, multiple and ongoing
geotechnical support for campus and district
improvements, Ukiah
24 projects
with BKF
1 project with
BKF

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 19 BKF ENGINEERS INTEGRA PLANNING + LANDSCAPE ARCHITECTURE | LANDSCAPE
Integra Planning + Landscape Architecture (INTEGRA+) creates innovative, functional, sustainable outdoor spaces for municipalities, developers, businesses, institutions, and homeowners in California, Oregon, Nevada, North Dakota, and beyond. As planners and landscape architects, the firm’s utmost important characteristic is THOUGHTFULNESS. INTEGRA+’s clients are the most important part of the process, from conceptual ideas to scheduling and budgeting, and the firm’s creative, innovative designs represent the thoughtful integration of a client’s goals with the opportunities and constraints specific to each site.

INTEGRA+ has already earned a reputation for being the premier planning + landscape architecture firm in the North Bay. Its principals have more than four decades of combined experience, and have great working relationships with local, regional, and state agencies. The firm’s innovative thinking and creative design process provides solutions to our clients that carefully integrate goals with site-specific opportunities and constraints.

INTEGRA+ works collaboratively with its clients to transform their sites into sustainable, functional, and inspiring environments.

INTEGRA+ is fluent in the development of sustainable principles and the philosophy around LEED and Rescape California principles, especially water-conservation, working drawings, technical specifications, and the provision of construction observation are its strengths and it has been complimented on the high-quality of our drawings from clients, agencies, and contractors.

INTEGRA+’s experience spans four-decades and a wide range of projects, including streetscapes, downtown master plans, urban and rural parks, educational facilities, single family estates, mixed-use commercial/residential spaces, high-density and single-family residential developments, wineries, industrial and hospitality facilities.

INTEGRA+ was founded in 2018 by Principals Michael A. Cook and Ric J. Hendricks. They have collaborated on many projects throughout the years dating back to their years at Cal Poly, San Luis Obispo, and have formally joined forces with a shared vision of the ideal planning and landscape architecture firm.

LIST OF SIMILAR PROJECTS
- Old Redwood Highway Streetscape, Cotati
- Hopper Avenue Streetscape, Santa Rosa
- Camino Tassajara Streetscape, Contra Costa County
- North Market Streetscape + Lighting Project,
Redding
- Anderson Downtown Streetscape, Anderson
- Francisco Boulevard Multi-Use Pathway/Streetscape,
San Rafael
- Kaiyuan Jiulong Streetscape, China
- Bollinger Canyon Road, San Ramon
- Fallon Crossing Streetscape, Dublin
- La Plaza Park + Streetscape, Lafayette
- Alamo Creek Streetscape, Danville
- Dublin Ranch Streetscape, Dublin
- Eagle Ridge Streetscape, Gilroy
- Shaefer Ranch Streetscape, Dublin
- Sweeter Avenue Streetscape, Novato
- Gale Ranch Streetscapes, San Ramon
3 projects with
BKF

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 20 BKF ENGINEERS

CIVIL & SURVEY

PROJECT MANAGEMENT

QUALITY CONTROL
Ben Kerstetter, PE
Project Engineer

BKF ENGINEERS
Norm Dyer, CASp
CASp Specialist

BKF ENGINEERS
Jonathan Shattuck, PLS, PE
Survey Manager

BKF ENGINEERS

SIGNALS & LIGHTING GEOTECHNICAL LANDSCAPE
Steve Fitzsimons, PE, TE
Traffic Project Manager

W-TRANS
Allison Jaromin, EIT
Traffic Engineering Design

W-TRANS
Jason Kirchmann, PE, PLS, QSD/P
Executive-in-Charge

BKF ENGINEERS
Becky Dower, PE, QSD/P
Project Manager

BKF ENGINEERS
Geoff Coleman, PE, PLS, CDT
QA/QC Manager

BKF ENGINEERS
Joshua Kilgore, PG, CEG
Engineering Geologist
LACO
Kelsey McLaughlin, PG, QISP
Staff Geologist
LACO
Ric Hendricks, PLA, CPSI, RQP
Landscape Project Manager
INTEGRA+
Michael Cook, PLA, CLIA, CPSI
Landscape Quality Assurance
INTEGRA+

ORGANIZATION CHART

BKF ENGINEERS, SURVEYORS, PLANNERS
450+ SUPPORT STAFF

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 21 BKF ENGINEERS Name
Role Licensing and Certification
Current Work Assignments
(Please refer to the Team Resumes for a listing of previous work assignments)
Man-Hours
Budgeted

BKF ENGINEERS
Jason Kirchmann, PE, PLS, QSD/P
Executive-in-Charge
• Professional Civil Engineer, CA No. 78079
• Professional Land Surveyor, CA No. 8806
• Paradise Drive Complete Streets, Corte Madera
• SMART Sonoma NMP, Sonoma County
• Laurel Grove Safe Routes to School, Ross
• Calistoga Hills Resort, Calistoga
35 Becky Dower, PE, QSD/P
Project Manager • Professional Civil Engineer, CA No. 80868 • Gobbi Street Utility Replacement Project, Ukiah
• Paradise Drive Complete Streets, Corte Madera
• McDowell Boulevard Complete Streets, Petaluma
• Bungalow Avenue Pavement Rehabilitation Project, San
Rafael
159
Geoff Coleman, PE, PLS, CDT
QA/QC Manager
• Professional Civil Engineer, CA No. 62093
• Professional Land Surveyor, CA No. 8438
• Roblar Road Quarry, Petaluma
• Brickway Blvd. Industrial Building, Santa Rosa
• Shiloh Terrace, Windsor
• Clearwater Living, Windsor
16 Ben Kerstetter, PE
Project Engineer • Professional Civil Engineer, CA No. 90828 • Gobbi Street Utility Replacement, Ukiah
• Calistoga Hills Resort, Calistoga
• Lake Elementary School, San Pablo
• Santa Rosa Junior College Student Housing, Santa Rosa 240
Norm Dyer, CASp
CASp Specialist
• Registered Architect, CA No. 14435
• Certified Access Specialist No. CASp-760
• Parking Renovation Project, Saratoga
• SF Bay Trail Point Pinole to Wilson Point, Richmond
• Napa Valley Vine Trail, St. Helena
• Erosion Control Project, Livermore
6 Jonathan Shattuck, PLS, PE
Survey Manager
• Professional Land Surveyor, CA No. 8940
• Professional Civil Engineer, CA No. 83904
• Mill @ Broadway Condominium Development, Sacramento
• West Sacramento RR Boundary Survey, West Sacramento
• Denio Park Project, Roseville
• City of San Rafael Misc. Plan Checking, San Rafael
12 STAFFING PLAN

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 22 BKF ENGINEERS Name
Role Licensing and Certification
Current Work Assignments
(Please refer to the Team Resumes for a listing of previous work assignments)
Man-Hours
Budgeted

W-TRANS
Steve Fitzsimons, PE, TE
Traffic Project Manager
• Professional Civil Engineer, CA No. 36435
• Professional Traffic Engineer, CA No. 1419
• Signal Systems Project, Los Gatos
• Signal Design Project, San Jose 44
Allison Jaromin, EIT
Traffic Engineering Design • N/A
• Signal Design Project, Alameda County
• Signal Design Project, Menlo Park
• Signal Design Project, Rohnert Park
116
LACO
Joshua Kilgore, PG, CEG
Engineering Geologist
• Professional Geologist, CA No. 8885
• Professional Engineering Geologist, CA No.
2667
• Mendocino College Secondary Access Road, Ukiah
• Round Valley Indian Housing Authority geotechnical projects supporting infrastructure improvements, Covelo
• Ukiah USD geotechnical support for campus and district improvement projects, Ukiah
21 Kelsey McLaughlin, PG, QISP
Staff Geologist
• Professional Geologist, CA No. 9813
• Qualified Industrial Stormwater
Practitioner, No. 00810
• Mendocino College Secondary Access Road, Ukiah
• Round Valley Indian Housing Authority geotechnical projects supporting infrastructure improvements, Covelo
• Ukiah USD geotechnical support for campus and district improvement projects, Ukiah
21 INTEGRA+
Ric Hendricks, PLA, CPSI, RQP
Landscape Project Manager
• Professional Landscape Architect, CA No.
5094
• Certified Playground Safety Inspector, No.
50563-0324
• Rescape Qualified Professional, No. 12310
• Kotate Park Renovation, Cotati
• Family Aquatic Center, San Leandro
• Arbor Views Multifamily Apartments, Fremont
• The River Phase II Subdivision, West Sacramento
16 Michael Cook, PLA, CLIA, CPSI
Landscape Quality Assurance
• Professional Landscape Architect, CA No.
5123
• Certified Landscape Irrigation Auditor, No.
00008031
• Certified Playground Safety Inspector, No.
50563-0324
• Victoria Oaks Subdivision, Windsor
• Sonoma Estates, Sonoma
• Becoming Independent Commercial Site, Santa Rosa
• Arbor Views Multifamily Apartments, Fremont
34

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 23 BKF ENGINEERS

TEAM RESUMES

BKF ENGINEERS

EDUCATION
Santa Rosa Junior
College CEST Program

REGISTRATION
Professional Civil
Engineer, CA No. 78079
Professional Land
Surveyor, CA No. 8806
Qualified SWPPP
Developer and
Practitioner, No. 20085

AFFILIATIONS
Former Deputy County
Surveyor (County of
Marin)
Acting Deputy City
Surveyor (City of San
Rafael)
California Land
Surveyors Association
(CLSA)
Member American
Society of Civil
Engineers (ASCE)

TOTAL YEARS

EXPERIENCE
19 years, 19 with firm

JASON KIRCHMANN, PE, PLS, QSD/P

EXECUTIVE-IN-CHARGE
Jason has a wide variety of experience in civil engineering design and the construction of projects for local municipalities and private sector clients. He has provided design support and project management for public works/civil, healthcare, residential, education, and commercial projects, providing both civil engineering and land surveying services for numerous clients throughout the North Bay. He assists in converting clients’ ideas and desires into final construction documents. In addition, Jason understands the importance of seamless coordination with clients, as well as the project team. He brings a keen sense of urgency to projects, consistently demonstrating the ability to stay on schedule and within budget.

SELECT PROJECT EXPERIENCE
Sir Francis Drake Boulevard
San Rafael
Calistoga City Street Rehabilitation
Calistoga
Francisco Boulevard West SMART Flip
& Multi-Use Path
San Rafael
Third Street Rehabilitation
San Rafael
Miller Avenue Streetscape
Implementation
Mill Valley
Reconstruction of Lower Washington
Street
Calistoga
Washington Street Overlay
Calistoga
St. Helena Downtown Improvements
St. Helena
Brannan-Lincoln Street Crosswalk
Improvements
Calistoga
Lake Street-Grant-Silverado Trail
Calistoga
Lake Street Paving
Calistoga
Allison Drive PDA Bike/Pedestrian
Improvements
Vacaville
Pudding Creek Reservoir
Fort Bragg
Hwy 20/29 Pre- & Post- Construction
Surveying
Lake County
Grant Street Drainage Improvements
Calistoga
Barcaglia Road
Sebastopol
Cloverdale Vista Drive Slide Repair
Cloverdale
Farmers Lane Extension
Santa Rosa
McDonald Avenue Gate Repaving
Santa Rosa
Sonoma County ADA Curb Ramps
Santa Rosa
Stony Point Road ROW
Santa Rosa

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 24 BKF ENGINEERS

BKF ENGINEERS

EDUCATION
B.S., Civil Engineering,
University of Nevada,
Reno

REGISTRATION
Professional Civil
Engineer, CA No. 80868
Qualified SWPPP
Developer and
Practitioner, No. 23934

TOTAL YEARS

EXPERIENCE
12 years, 2 with firm

BECKY DOWER, PE, QSD/P

PROJECT MANAGER
Becky has more than 12 years of experience in civil engineering design of infrastructure, educational, municipal, commercial, institutional, multi-family residential, and mixed-use developments. Her responsibilities have included site grading, utility design, specification preparation, and cost estimating, as well as schedule and budget tracking, subconsultant coordination, and client communication.

SELECT PROJECT EXPERIENCE
Sir Francis Drake Boulevard
San Rafael
Francisco Boulevard West SMART Flip
& Multi-Use Path
San Rafael
Brannan-Lincoln Street Crosswalk
Improvements
Calistoga
Intersection/ADA Improvements
Petaluma
Lake Street-Grant-Silverado Trail
Calistoga
Petaluma North McDowell Complete
Streets
Petaluma
HAWK Signal at Silver Rose
Calistoga
Ross Laurel Grove Safe Pathways to
School II
Ross
St. Helena Grayson Ave and South
Crane Avenue Rehabilitation R19-05
St. Helena
1714 Cedar Street Renovation
Calistoga
Old Redwood Highway Improvements
Santa Rosa
SMART Larkspur Extension As-Builts
San Rafael
Tomales Fire Station
Tomales
East Bay Regional Parks District
San Francisco Bay Trail -
Lone Tree Point
Rodeo
Calistoga Hills Resort
Construction Drawings
Calistoga
Eden Housing Del Nido Apartments
Santa Rosa
Mid-Peninsula Housing
MidPen Fairfield
Fairfield
MUP Phase-2 Redesign & Engineering
San Rafael
Trash Rack Relocation and Mitigation
Planting
San Rafael
Kaiser Foundation Health Plan
KP Los Gamos Parking Structure
San Rafael
Pepperwood Preserve
Santa Rosa
Signorello Winery
Napa

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 25 BKF ENGINEERS

BKF ENGINEERS

EDUCATION
B.S., Civil Engineering,
California Polytechnic
State University, San Luis
Obispo
A.A., Santa Rosa Junior
College, Santa Rosa

REGISTRATIONS
Professional Civil
Engineer, CA No. 62093
Professional Land
Surveyor, CA No. 8438
Construction
Specifications Institute,
Construction Documents
Technologist

AFFILIATIONS
American Council of
Engineering Companies
(ACEC)
American Society of Civil
Engineers (ASCE)
Engineering Contractor’s
Association (ECA)

TOTAL YEARS EXPERIENCE
26 years, 23 with firm

GEOFF COLEMAN, PE, PLS, CDT

QA/QC MANAGER
As one of BKF’s lead civil engineers, Geoff is responsible for the review, coordination and oversight of projects and their infrastructure which we design.

Over the last 26 years, he has acquired a vast knowledge of municipal processes and developed professional relationships with local and regional agencies. Geoff has worked on many aspects of civil engineering design including pavement design, earthwork evaluation, construction observation, construction cost assessment, hydrology and hydraulic evaluation. Geoff has successfully managed many public works projects involving utility, roadway, surveying and site improvements throughout the northern Bay Area.

SELECT PROJECT EXPERIENCE
California Conservation Corps Willits
Residential Center
Willits
Redwood Credit Union (RCU)
Ukiah
15145 Lakeshore Drive
Clearlake
Sir Francis Drake Boulevard
San Rafael
Healdsburg Drainage & Foss Creek
Stormwater Outfall
Healdsburg
Downtown Healdsburg Streetscape &
Utility Improvements
Healdsburg
Conde Lane & Johnson Street
Pedestrian Enhancement
Windsor
Fire Damaged Roadway Landscape
Services
Santa Rosa
Fort Ross Road Slide Repair
Casadero
Old Redwood Hwy Alignment Study
Windsor
Upper Wikiup Retaining Wall
Santa Rosa
River Road Slide Repair
Sonoma County
VJB Hwy 12 Improvements
Kenwood
Sonoma County Department of
Transportation & Public Works
Sonoma County
Santa Rosa Downtown Specific Plan
Santa Rosa
Pleasant Avenue Road & Storm
Drainage Improvements
Windsor
Jensen Lane Road & Storm Drain
Improvements
Windsor
Roblar Road Reconstruction
Sonoma County
Town of Windsor On-Call Roadway
Engineering Services
Windsor
Range Avenue Reconstruction
Santa Rosa
Caltrans Stormwater Offset Mitigation
Santa Rosa
Brookwood Parking Lot Stormwater
Quality Improvements
Santa Rosa

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 26 BKF ENGINEERS

BKF ENGINEERS

EDUCATION
B.S., Civil Engineering,
California State
Polytechnic University,
Pomona

REGISTRATION
Professional Civil
Engineer, CA No. 90828

TOTAL YEARS

EXPERIENCE
6 years, 5 with firm

BEN KERSTETTER, PE

PROJECT ENGINEER
Ben will be responsible for the civil engineering design from project planning through finalizing construction documents. Ben will assure that the proposed projects conform to local jurisdictional standards and requirements. His relevant experience includes various projects throughout the North Bay.

SELECT PROJECT EXPERIENCE
Francisco Boulevard West
San Rafael
Francisco Boulevard West Multi-Use
Pathway Final Design
San Rafael
Lake Street-Grant-Silverado Trail
Calistoga
HAWK Signal at Silver Rose
Calistoga
Brannan-Lincoln Street Crosswalk
Improvements
Calistoga
Reconstruction of Lower Washington
Street
Calistoga
Intersection/ADA Improvements
Petaluma
Wohler Road Bridge Replacement
Forestville
Group 10 Pavement Rehabilitation
- Nave Drive & Bel Marin Keys
Boulevard
Novato
Trash Rack Relocation and Mitigation
Planting
San Rafael
SMART Larkspur Extension
San Rafael
MUP Phase 2 Redesign & Engineering
San Rafael
Third Street Rehabilitation
Project
San Rafael
La Plaza Parking Lots - ADA
Santa Rosa
Sausalito Ferry Landside
Improvements Project
Sausalito
St. Helena Grayson Avenue and South
Crane Avenue Rehabilitation R19-05
St. Helena
Windsor Downtown Pedestrian &
Bicycle Crossing of US101
Windsor
James Kenney Park Improvements
Berkeley
DOGBONE Meadow Dog Park
Renovation
Novato
Victor Jones Park Improvements
San Rafael
Yountville Veterans Home Steam
System Renovation
Yountville
Maxwell Farms Phase 1 Construction
Documents
Sonoma
Santa Rosa Fire Station 5
Santa Rosa

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 27 BKF ENGINEERS

BKF ENGINEERS

EDUCATION
B.A., Architecture,
California Polytechnic
State University, San Luis
Obispo

REGISTRATIONS
Registered Architect, CA
No. 14435
Certified Access Specialist
No. CASp-760

TOTAL YEARS EXPERIENCE
43 years, 5 with firm
NORM DYER, CASp
CASp SPECIALIST
Norm has 43 years of experience in the industry working with various entities to ensure compliance with The Americans with Disabilities Act (ADA). He provides accessibility recommendations to public-owned properties and facilities, and makes recommendations for alleviating any barriers to compliance. Norm has developed, implemented, and updated agencies’ ADA plans, policies and procedures; has reviewed standards and plans; and has conducted site visits and field inspections to evaluate construction’s ADA compliance. His experience spans architectural and engineering design reviews and results in cost-effective solutions for the City’s projects to ensure the ADA compliance.

SELECT PROJECT EXPERIENCE
San Francisco Bay Trail - Lone Tree
Point
Rodeo
SMART Larkspur Extension
San Rafael
St. Helena Downtown Improvements
St. Helena
Village ADA Parking Striping
Saratoga
Danville Rose Street Parking Lot
Danville
Mount Diablo Scenic Blvd. Traffic
Study
Walnut Creek
Springhill Trail
Lafayette
Castro Valley Shared Use Parking
Facility
Castro Valley
Castro Valley Vision to Enhance
Community Spaces through
Paseos
Castro Valley
Churchill Ave & Alma Street Railroad
Crossing
Palo Alto
San Francisco Bay Trail - Point Pinole
to Wilson Point
Richmond
Ale Trail Access Improvements
San Leandro
Mount Diablo Scenic Blvd. Traffic
Study
Walnut Creek
EBRPD Berkeley Brickyard Restoration
and Public Access
Berkeley
Marina Restroom Building ADA
Compliance
Redwood City
City of San Leandro ADA Site
Improvements, Public Safety Building
San Leandro
Prairie City SVRA - 4x4 Track Safety
Fencing
Prairie City
Oracle ADA Pathway Project
Redwood City
5th Avenue Green Loop
Sunnyvale

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 28 BKF ENGINEERS

BKF ENGINEERS

EDUCATION
B.S., Civil Engineering
and Geomatics
Engineering, California
State University, Fresno

REGISTRATION
Professional Land
Surveyor,
CA No. 8940
Professional Civil
Engineer, CA No. 83904
Professional Land
Surveyor, NV No.
028310

TOTAL YEARS

EXPERIENCE
17 years, 10 with firm

JONATHAN SHATTUCK, PLS, PE

SURVEY MANAGER
Jonathan is responsible for all phases of land surveying including construction, aerial and conventional topographic and planimetric surveys, boundary analysis and resolutions, right-of-way engineering, as-built surveys, digital terrain modeling, directing field and office survey efforts, contract document preparation, cost estimation, and contract administration. He provides coordination with clients, other professional consultants and reviewing agencies.

In a supervisory role, he’s been responsible for surveying tasks related to the design and construction of transportation, residential, commercial and public works projects throughout the North Bay and Central Valley.

SELECT PROJECT EXPERIENCE
PG&E Spoils - 2641 N. State
Ukiah
Mill District Street Improvements
Healdsburg
Cavendish Lane Improvement Project
Oakland
Pavement Rehabilitation - Nave Drive
& Bel Marin Keys Boulevard
Novato
Moraga Way and Canyon/Camino
Pablo Improvements
Moraga
Petaluma Blvd South Road Diet
Petaluma
Sausalito Southview Park
Improvement Project
Sausalito
Smith Ranch Road and Lucas Valley
Road Resurfacing
San Rafael
Sonoma County Monument
Preservation – Bohemian Hwy
Santa Rosa
Sonoma County Monument
Preservation – Old Redwood
Santa Rosa
Sonoma County Monument
Preservation – Porter Creek Road
Santa Rosa
9th and Broadway
Sacramento
Sonoma County Monument
Preservation-Barnett Valley Road
Santa Rosa
St. Helena Grayson Ave and South
Crane Ave Rehabilitation R19-05
St. Helena
Elk Grove and Florin Road Sidewalk
Infill Project
Elk Grove
Browns Valley Creek Bank Repair
Napa
Pestoni Lake County Property Corner
St. Helena
Silverado Trail Storm Damage Repair
Retaining Wall
Napa
St Helena Mills Lane Storm Drain
Improvements
St. Helena
Intersection of Rawhide and PFE Road
Roseville

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 29 BKF ENGINEERS

W-TRANS

EDUCATION
M.S., Transportation
Engineering, University
of California, Berkeley
B.S., Civil Engineering,
University of California,
Berkeley

REGISTRATION
Professional Civil
Engineer, CA No. 36435
Professional Traffic
Engineer, CA No. 1419

AFFILIATIONS
Institute of
Transportation
Engineers (ITE) Member

TOTAL YEARS

EXPERIENCE
39 years, 9 with firm

STEVE FITZSIMONS, PE, TE

TRAFFIC PROJECT MANAGER
Steve oversees W-Trans’ design practice. He is registered in California as a civil engineer and a traffic engineer. Steve graduated from the University of California at Berkeley with a B.S. in Civil Engineering and an M.S. in Transportation Engineering. His career started at Alameda County Public Works, followed by consulting work at various firms prior to joining W-Trans in 2013. Steve’s design experience includes all aspects of traffic engineering. In his career of over 30 years, he has designed more than 300 traffic signal installations or modifications and signal interconnect connections to well over 700 intersections, as well as advanced systems designs. He has completed numerous signing, striping, and lighting plans for complete streets, interchange, arterial, roundabout, and traffic calming projects.

SELECT PROJECT EXPERIENCE
City of Ukiah, Gobbi Street and
Waugh Lane Signal Design
Ukiah
Alameda County Public Works,
Greenville/Tesla Traffic Signal Design
Alameda County
San Carlos/Belmont Four Corners
Design
Belmont
City of Burlingame, Oak Grove/
Carolan Avenue Signal Design
Burlingame
Traffic Signal Intersection Upgrades
Marin County
Soscol Avenue Signal Modifications
Napa
City of Rohnert Park, Permissive Left
Turn Lanes
Rohnert Park
Uncontrolled Crosswalk
Improvements Design
Santa Clara
City of Santa Clara, Lick Mill-E. River
Parkway Crosswalk Improvement
Project
Santa Clara
Yerba Buena/San Felipe Signal Design
San Jose
Washington Avenue/Williams Street
Signal Design
San Leandro
Stony Point/Roblar Road Signal
Design
Sonoma County
Fulton Road Widening
Santa Rosa
Pacific Avenue Reconstruction
Santa Rosa
Old Redwood Highway Roundabout
Designs
Windsor
City of Sunnyvale, Mary Avenue
Bicycle Lanes Design
Sunnyvale
North Coast Engineering, Creston
Road/Golden Hills Roundabout
Design
Paso Robles
City of Belmont, Ralston Avenue
Preliminary Design and Cost Estimates
Belmont

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 30 BKF ENGINEERS

W-TRANS

EDUCATION
B.S., Civil Engineering,
University of Nevada,
Reno

AFFILIATIONS
Institute of
Transportation
Engineers (ITE) Member

TOTAL YEARS

EXPERIENCE
5 years, 5 with firm

ALLISON JAROMIN, EIT

TRAFFIC ENGINEERING DESIGN
Allison is an associate engineer managing traffic engineering design and analysis and transportation planning services. Allison graduated from the University of Nevada, Reno in 2017 with a B.S. in Civil Engineering and a focus in Transportation Engineering, along with a minor in Business Administration.

During her three years at W-Trans, Allison has become a project manager and been involved in a wide range of design projects including traffic signal designs, RRFB designs, and signing and striping designs. In addition to her design work, Allison continues to work on traffic impact studies for various types of projects.

Allison prides herself on her attention to detail and organization while she continues to work towards getting her civil PE licensure.

SELECT PROJECT EXPERIENCE
City of Ukiah, Gobbi Street and
Waugh Lane Signal Design
Ukiah
City of Cotati, ORH/E. Cotati Avenue
Signal Modification and Striping
Design
Cotati
Comstock Homes, Cry Creek
Road/Grove Street Traffic Signal
Modification
Healdsburg
Dudek, Trail to Crane Creek Regional
Park Traffic Signal Design
Rohnert Park
Sonoma/Sotoyome Traffic Signal and
RRFB Design
Santa Rosa
Jenner Headlands Signing and
Striping Design
Sonoma County
County of Sonoma, Todd Road/
Standish Avenue Traffic Signal Design
Sonoma County
City of Rohnert Park, Permissive Left
Turn Traffic Signal Modifications
Rohnert Park
Keller Apartments, First Street/
Freeway Drive Signal Modification
Napa
City of St. Helena, Spring Street
Alternative Design
St. Helena
Traffic Control Plans for Wildcat
Pipeline Improvement Project
East Bay MUD
Soscol/Main Access Signal Design
Napa County
Pacific Avenue Reconstruction
Santa Rosa
City of Cloverdale, Cloverdale
Boulevard/Santana Drive-Treadway
Traffic Signal Design
Cloverdale

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 31 BKF ENGINEERS LACO

EDUCATION
B.S., Geology, California
State University,
Sonoma

REGISTRATION
Professional Geologist,
CA No. 8885
Certified Engineering
Geologist, CA No. 2667

TOTAL YEARS

EXPERIENCE
14 years, 3 with firm

JOSHUA KILGORE, PG, CEG

ENGINEERING GEOLOGIST
Joshua is a certified engineering geologist with 10 years of geotechnical experience in the geologically-complex Northern California area. He has experience designing and conducting geotechnical studies and forensic investigations for residential and commercial construction, schools, reservoirs, pipelines, roads and bridges, and landslide repair. His experience includes geologic mapping and subsurface studies including rock coring, soil boring, and test pit and trench logging; the development of laboratory testing programs; and technical reporting. Joshua has managed geotechnical and multidisciplinary projects from initial consultation through project completion, working closely with his team and clients to provide for changing project needs, timelines, and budgets. His work has included coordination with regulatory agencies as required and has managing school district projects throughout the Northern California area. Joshua has worked closely with the California Geological Survey (CGS) and Division of the State Architect (DSA) to satisfy regulatory requirements and concerns to get agency approval and is currently part of a LACO team that provides support for the Sonoma County Agricultural Department assisting in slope stability assessment for vineyard and orchard development.

SELECT PROJECT EXPERIENCE
Slope Stability Analysis and Landslide Mitigation, Greater Bay area and Northern California
Joshua has been involved in slope stability analysis and landslide mitigation throughout the Northern California area. His work has included the analysis and mitigation of landslides, earthflows, and rock fall. Joshua has utilized slope inclinometers, computer modeling, subsurface explorations to analyze areas of slope instability, and design geotechnical criteria to mitigate threats to structures and roadways in urban and rural settings Currently, he is part of a LACO team that provides support for the Sonoma County Agricultural Department assisting in slope stability assessment for vineyard and orchard development Alexander Valley Union School District, Healdsburg
Joshua provided the planning, exploration, testing and analysis and reporting for a new multi-purpose room. Additionally, he provided geotechnical solutions to areas susceptible to bearing failure during liquefaction-induced settlement.

Illumination Technologies, Napa County
Joshua is currently working with Illumination Technologies to provide early wildfire warning sirens for Napa County. Currently, approved sirens are being constructed in and adjacent to the town of Calistoga. The project is ongoing and involves cooperation with local agencies and firms to provide much needed early warning system during times of high fire danger.

Upper Lake Unified School District, Upper Lake
Joshua has worked on multiple projects in the District, including multipurpose rooms, classrooms, and shops structures. His work includes the evaluation of seismic hazards including active faulting and liquefaction-induced settlements, and worked closely with CGS and DSA to satisfy regulatory requirements.

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 32 BKF ENGINEERS LACO

EDUCATION
B.S., Geology, California
State University,
Sonoma

REGISTRATION
Professional Geologist,
CA No. 9813
Qualified Industrial
Stormwater Practitioner,
No. 00810
OSHA 40 Hour
HAZPOWER Training,
Certification No.
1606141169020

TOTAL YEARS

EXPERIENCE
10 years, 10 with firm

KELSEY MCLAUGHLIN, PG, QISP

STAFF GEOLOGIST
Kelsey is a staff geologist at LACO Associates and has been a geology consultant since 2011. She provides clients with environmental, engineering geologic and hydrogeological expertise throughout Northern California. Kelsey’s multidisciplinary background makes her a knowledgeable and multi-faceted asset to LACO’s team.

SELECT PROJECT EXPERIENCE
Mendocino County Department of Transportation, Willits, Fort Bragg and Covelo Road Yards
Kelsey has managed the ongoing environmental exploration and groundwater monitoring for the environmentally regulated cases located at the Willits, Fort Bragg and Covelo Road Yards that are associated with historical leaking underground fuel tanks. Work has included installation of borings and monitoring wells for collection of soil and groundwater samples to identify the vertical and lateral extent of plume boundaries, identifying potential sensitive receptors, and moving each road yard towards No Further Action required status. Work has also included the preparation of reimbursement requests for the work completed on behalf of the Client to the State Water Resources Control Board Underground Storage Tank Cleanup Fund.

Potter Valley Minor Subdivision, Potter Valley
Kelsey managed the septic suitability evaluation, septic design, percolation testing, and water quality and quantity testing for a proposed Minor Subdivision in Potter Valley. Design and evaluation data were submitted and approved by the County of Mendocino.

Getaway Cabins, Hopland
Kelsey has provided ongoing support for a groundwater resource evaluation and septic suitability evaluation to support the development of a proposed mobile cabin recreation vehicle park. The groundwater resource evaluation included review of public domain data for the project, a site visit for data collection, and identifying potential well locations to perform a seismoelectric geophysical survey. The septic suitability evaluation was performed in accordance with the County of Mendocino Local Agency Management Plan (LAMP) standards.

Above Ground Storage Tank Spill, Point Arena
Kelsey has managed the ongoing remediation and monitoring of a Site associated with a release of diesel from a 10,000 gallon above ground storage tank. She has performed ongoing biweekly and now monthly status reports to the Client and North Coast Regional Water Quality Control Board on the status of the project and site operations.

Above Ground Storage Tank Spill, Mendocino
Kelsey managed and implemented the cleanup efforts resulting from an unauthorized release of diesel from an above ground storage tank. Cleanup efforts including performing a preliminary site assessment to identify the extent of impacts utilizing test pits, permitting with the California Coastal Zone and the County of Mendocino, and overseeing the removal and proper disposal of impacted soils.

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 33 BKF ENGINEERS INTEGRA+

EDUCATION
B.A., Landscape
Architecture, California
Polytechnic State
University, San Luis
Obispo

REGISTRATION
Professional Landscape
Architect, CA No. 2094
Certified Playground
Safety Inspector, No.
50563-0324
Rescape Qualified
Professional, No. 13210

AFFILIATIONS
American Society of
Landscape Architects
California Parks and
Recreation Society
Rescape California

TOTAL YEARS

EXPERIENCE
21 years, 3 with firm

RIC HENDRICKS, PLA, CPSI, RQP

LANDSCAPE PROJECT MANAGER
Diversity in Ric’s twenty-year career has been the key component in becoming a well-balanced and rounded professional. He continues his hands-on approach to directing a project from its conception through the design development process to construction documents and field observation. His work on award-winning domestic and international projects encompasses sustainable designs, park/ recreational facilities, streetscapes, master planned communities, and storm water management.

SELECT PROJECT EXPERIENCE
Francisco Blvd. Multi-Use Pathway/Streetscape
San Rafael
Old Redwood Highway Streetscape
Cotati
Kaiyuan Jiulong Streetscape
China
Camino Tassajara Streetscape
Contra Costa County
Bollinger Canyon Road
San Ramon

CURRENT PROJECTS
Kotate Park Renovation
Cotati
Family Aquatic Center
San Leandro
Arbor Views Multifamily Apartments
Fremont
The River Phase II Subdivision
West Sacramento

03 / PROJECT TEAM
Ukiah, Proposal for East Perkins Widening 34 BKF ENGINEERS INTEGRA+

EDUCATION
B.A., Landscape
Architecture, California
Polytechnic State
University, San Luis
Obispo

REGISTRATION
Professional Landscape
Architect, CA No. 2094
Certified Playground
Safety Inspector, No.
50563-0324
Rescape Qualified
Professional, No. 13210

AFFILIATIONS
American Society of
Landscape Architects
California Parks and
Recreation Society
Rescape California

TOTAL YEARS

EXPERIENCE
21 years, 3 with firm

MICHAEL COOK, PLA, CLIA, CPSI

LANDSCAPE QUALITY ASSURANCE
As an experienced landscape architect, Michael has provided his design experience to a wide range of clients. During over twenty years of professional landscape architecture experience, Michael has collaborated with clients in both the public sector (streetscapes, downtown master planning, urban design, redevelopment planning, parks, and recreation sites) and private sector clients.

He is also a Certified Landscape Irrigation Auditor and is fluent in the efficient design and installation of irrigation systems throughout California.

SELECT PROJECT EXPERIENCE
Old Redwood Highway Streetscape
Cotati
Hopper Avenue Streetscape
Santa Rosa
Camino Tassajara Streetscape
Contra Costa County
North Market Streetscape + Lighting Project
Redding
Anderson Downtown Streetscape
Anderson

CURRENT PROJECTS
Victoria Oaks Subdivision
Windsor
Sonoma Estates
Sonoma
Becoming Independent Commercial Site
Santa Rosa
Arbor Views Multifamily Apartments
Fremont

04 / EXAMPLE OF WORK PRODUCT
Ukiah, Proposal for East Perkins Widening 35 BKF ENGINEERS I. EXAMPLE WORK PRODUCT
We are pleased to share a collection of example work products that illustrate our final deliverables, as well as some of the project management tools that we use to keep the project effectively moving forward. Both facets of the project, technical execution and the project oversight and guidance, are both equally as important for meeting project success through construction.

BKF has a tried-and-true project success toolbox. Our design and management approach focuses on identifying impacts and options early in the process, documenting our decisions, and revisiting the project history to avoid confusion and re-work later in the design process. Our key tools include the following:
• An Action Log to document items requiring attention and follow up from the project team • A Project Log to document the design decisions made and other pertinent input impacting the path of the project
• Up-to-date Project Status Schedules showing real-time progress versus planned schedule milestones These tools help us to conduct well planned and documented meetings and guide considerate and specific design tasks.

Our philosophy for Construction Document preparation is a simple one: keep the information clear and concise, avoid redundant information, and provide all of the information needed to layout and construct the work from the drawings. Most critically for the successful completion of public works projects, we provide complete and wellcoordinated drawings, specifications, and bid lists that cover all of the work item need to construct the project.

Holes or gaps in the continuity of the overall bid and construction package can open up the City to change orders or a mis-understanding in the design intent.

We execute and document a thorough QA/QC process on all of our project deliverables before they go out the door. Our QA/QC reviewers assess constructability, review the work for alignment with the applicable standards, check calculations, and act as a backstop for vetting project assumptions used as the basis of our design work. A copy of BKF’s Quality Control Manual can be provided for your review upon request.

Ukiah, Proposal for East Perkins Widening 36 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT

PROJECT MANAGEMENT TOOLS
We Always Know What’s Going On with the Action Log

Ukiah, Proposal for East Perkins Widening 37 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
Solid Documentation of Where We Have Been Prevents Rework

Ukiah, Proposal for East Perkins Widening 38 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
Accurate Resource Scheduling leads to Accurate Project Scheduling

Ukiah, Proposal for East Perkins Widening 39 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
DRAWINGS - SET 1
04/20/2020

Ukiah, Proposal for East Perkins Widening 40 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
04/20/2020

Ukiah, Proposal for East Perkins Widening 41 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
04/20/2020

Ukiah, Proposal for East Perkins Widening 42 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
04/20/2020

Ukiah, Proposal for East Perkins Widening 43 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
04/20/2020

Ukiah, Proposal for East Perkins Widening 44 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
04/20/2020

Ukiah, Proposal for East Perkins Widening 45 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
04/20/2020

Ukiah, Proposal for East Perkins Widening 46 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
04/20/2020

Ukiah, Proposal for East Perkins Widening 47 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
04/20/2020

Ukiah, Proposal for East Perkins Widening 48 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
04/20/2020

Ukiah, Proposal for East Perkins Widening 49 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
04/20/2020

Ukiah, Proposal for East Perkins Widening 50 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT

Ukiah, Proposal for East Perkins Widening 51 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT

Ukiah, Proposal for East Perkins Widening 52 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT

Ukiah, Proposal for East Perkins Widening 53 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT

Ukiah, Proposal for East Perkins Widening 54 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
04/20/2020

Ukiah, Proposal for East Perkins Widening 55 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
04/20/2020

Ukiah, Proposal for East Perkins Widening 56 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
DRAWINGS - SET 2
9/29/2021

Ukiah, Proposal for East Perkins Widening 57 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
IV (15-INCH)
9/29/2021

Ukiah, Proposal for East Perkins Widening 58 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
9/29/2021

Ukiah, Proposal for East Perkins Widening 59 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
9/29/2021

Ukiah, Proposal for East Perkins Widening 60 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
9/29/2021

Ukiah, Proposal for East Perkins Widening 61 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
9/29/2021

Ukiah, Proposal for East Perkins Widening 62 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
9/29/2021

Ukiah, Proposal for East Perkins Widening 63 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
9/29/2021

Ukiah, Proposal for East Perkins Widening 64 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
9/29/2021

Ukiah, Proposal for East Perkins Widening 65 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
9/29/2021

Ukiah, Proposal for East Perkins Widening 66 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
9/29/2021

Ukiah, Proposal for East Perkins Widening 67 BKF ENGINEERS 04 / EXAMPLE OF WORK PRODUCT
9/29/2021

04 / EXAMPLE OF WORK PRODUCT
Ukiah, Proposal for East Perkins Widening 68 BKF ENGINEERS SPECS

STUDENT HOUSING
Santa Rosa Junior College

SANITARY SEWERAGE
09/14/2021
33 30 00 - 1
SECTION 33 30 00 - SANITARY SEWERAGE
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Sanitary gravity sewers up to five feet from any on-site building

1.2 RELATED SECTIONS
A. Section 31 23 33 – Trenching and Backfill

1.3 RELATED DOCUMENTS
A. AASHTO

1. M199: Standard Specification for Precast Reinforced Concrete Manhole Sections
B. ASTM

1. A615: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

2. A674: Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for Water or Other Liquids

3. C143: Standard Test Method for Slump of Hydraulic-Cement Concrete

4. C443: Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets

5. C478: Standard Specification for Circular Precast Reinforced Concrete Manhole Sections

6. C923: Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes, and Laterals

7. C1173: Standard Specification for Flexible Transition Couplings for Underground Piping Systems

8. C1244: Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test Prior to Backfill

9. D2321: Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity Flow Applications

10. D3034: Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings

11. D4101: Standard Specification for Propylene Injection and Extrusion Materials

12. F477: Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe

13. F679: Standard Specification for Poly(Vinyl Chloride) (PVC) Large Diameter Plastic Gravity Sewer Pipe and Fittings

14. F1056: Standard Specification for Socket Fusion Tools for Use in Socket Fusion Joining Polyethylene Pipe or Tubing and Fittings

04 / EXAMPLE OF WORK PRODUCT
Ukiah, Proposal for East Perkins Widening 69 BKF ENGINEERS

STUDENT HOUSING
Santa Rosa Junior College

SANITARY SEWERAGE
09/14/2021
33 30 00 - 2

15. F1336: Standard Specification for Poly(Vinyl Chloride) (PVC) Gasket Sewer Fittings
C. AWWA

1. C104: Cement-Mortar Lining for Ductile-Iron Pipe and Fittings

2. C105: Polyethylene Encasement for Ductile-Iron Pipe Systems

3. C110: Ductile-Iron and Gray-Iron Fittings

4. C111: Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings

5. C115: Flanged Ductile-Iron Pipe With Ductile-Iron or Gray-Iron Threaded Flanges

6. C116: Protective Fusion-Bonded Coatings for the Interior and Exterior Surfaces of Ductile-Iron and Gray-Iron Fittings

7. C150: Thickness design of Ductile Iron Pipe

8. C151: Ductile-Iron Pipe, Centrifugally Cast

9. C153: Ductile-Iron Compact Fittings

10. C219: Bolted, Sleeve-type Couplings for Plain-End Pipe

11. C512: Air Release , Air/Vacuum, and Combination Air Valves for Water and Wastewater Service

12. C600: Installation of Ductile-Iron Water Mains and Their Appurtenances.

13. C606: Grooved and Shouldered Joints

14. C900: Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 In.

Through 60 In. for Water Transmission and Distribution

15. C905: Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 14 In.

Through 48 In. for Water Transmission and Distribution

16. M23: PVC Pipe – Design and Installation

17. M41: Ductile Iron Pipe and Fittings
D. Caltrans Standard Specifications, 2018

1. Section 51, Concrete Structures

2. Section 75 Miscellaneous Metal

3. Section 90, Concrete
E. Federal Specification

1. SS-S-00210 (GSA-FSS)

1.5 DEFINITIONS
A. AASHTO: American Association of State Highway and Transportation Officials B. ASTM: American Society for Testing Materials
C. AWWA: American Water Works Association
D. DIP: Ductile iron pipe
E. PVC: Polyvinyl Chloride
F. NPS: Nominal pipe size

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1.6 SUBMITTALS
A. Follow submittal procedure outlined in Division 1 of the Technical Specifications.

B. Product data for the following:

1. Piping materials and fittings

2. Special pipe couplings

3. Joint sealants

4. Cleanout plugs or caps

5. Sewage air relief valves
C. Shop drawings: Include plans, elevations, details and attachments for the following:

1. Precast concrete manholes, frames and covers

2. Precast concrete clean out boxes and box covers
D. Field Test Reports: Indicate test results for compliance with performance.

1.7 DELIVERY, STORAGE AND HANDLING
A. Delivery and Storage

1. Piping: Inspect materials delivered to site for damage; store with minimum of handling. Store materials on site in enclosures or under protective coverings.

Store plastic piping and jointing materials and rubber gaskets under cover out of direct sunlight. Do not store materials directly on the ground. Keep inside of pipes and fittings free of dirt and debris.

2. Metal Items: Check upon arrival; identify and segregate as to types, functions, and sizes. Store off the ground in a manner affording easy accessibility and not causing excessive rusting or coating with grease or other objectionable materials.

B. Handling

1. Handle pipe, fittings, and other accessories in such manner as to ensure delivery to the trench in sound undamaged condition. When handling lined pipe, take special care not to damage linings of pipe and fittings; if lining is damaged, make satisfactory repairs. Carry, do not drag, pipe to trench.

2. Handle precast concrete pipe, manholes and other precast structures according to manufacturer’s written instructions.

3. Protect imported bedding and backfill material from contamination by other materials.

PART 2 - PRODUCTS

2.1 DIP PIPE AND FITTINGS: SIZES 4 INCH THROUGH 48 INCH A. Pipe: Pressure Class pipe conforming to AWWA C151 and standard thickness per AWWA C150. U.S. Pipe, American Cast Iron Pipe Company, or approved equivalent

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B. Fittings: Provide fittings with pressure rating greater than or equal to that of the adjoining pipe.

C. Pipe and Fitting Lining: Ceramic Epoxy, Protecto401 Ceramic Epoxy or an approved equivalent.

D. Pipe and Fitting Encasement: Polyethylene Film, AWWA C105 E. Fittings

1. Standard: AWWA C110, sizes 4 inch through 48 inch

2. Compact: AWWA C153, sizes 4 inch through 24 inch

3. All fittings shall be fusion epoxy coated per AWWA C116 F. Unrestrained Joints (Rubber Gasket Joints):

1. Push-On Bell and Spigot Joint: Provide shape of pipe ends and fitting ends, gaskets, and lubricant for joint assembly conforming to AWWA C111.

2. Mechanical Joint: Dimensional and material requirements for pipe ends, glands, bolts and nuts, and gaskets shall conform to AWWA C111.

2.2 PVC PIPE
A. Pipe:

1. 4 inch through 15 inch: ASTM D3034, SDR 26
B. Bell and spigot joints
C. Fittings:

1. 4 inch through 27 inch: ASTM F1336
D. Joint Gasket: Elastomeric seal, ASTM F477
E. Special Pipe Coupling: ASTM C1173. Rubber or elastomeric sleeve and band assembly fabricated to match outside diameters of pipes to be joined.

2.3 GRAVITY PIPE CLEANOUTS
A. Piping: Same as sanitary sewer line if possible
B. Top Cap: Threaded and of same material as piping if possible C. Box Size: As required to provide access and allow easy removal and reinstallation of cap
D. Box Types:

1. Non-Traffic Areas: Portland cement concrete box and box cover, light duty

2. Traffic Areas: Portland cement concrete box and box cover or steel or cast iron cover, heavy duty, both box and cover to be rated for AASHTO H20 loading

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E. Box Cover Markings: “SEWER” unless otherwise specified F. Available Manufacturers: Subject to compliance with requirements, box manufacturers offering products that may be incorporated into the Project include, but are not limited to the following:

1. Associated Concrete Products, Inc.

2. Brooks Products Inc.

3. Christy Concrete Products, Inc., or approved equal

2.4 JOINT SEALANT FOR STRUCTURES AND MANHOLES
A. Mortar: Caltrans Standard Specification Section 51-1.02F

1. Use to seal around pipes at connections to structures and manholes. Also use to seal joints between precast sections of structures and manholes.

B. Gaskets: Preformed flexible rubber or plastic gasket

1. Rubber Gaskets: ASTM C443

2. Plastic Gaskets: Federal Specification SS-S-00210 (GSA-FSS), Type I, Rope Form; or alternate standard which may exist. Acceptable material is “RamNek,” as manufactured by the Henry Company, or equal.

2.5 SERVICE LATERAL RECONNECTIONS
A. Service lateral reconnections shall be made using a PVC SDR 26 45 degree Wye; sized to fit the sewer main and the diameter of the sewer lateral.

2.6 PIPE TO STRUCTURE CONNECTOR/SEAL
A. A flexible pipe to manhole connector shall be used for all pipe penetrations to precast and/or cast-in-place concrete structures.

1. The seal shall provide a flexible, positive, watertight connection between pipe and concrete wastewater structures. The connector shall assure that a seal is made between (1) the connector and the structure wall, and (2) between the connector and the pipe. The seal between the connector and the manhole wall shall be made by casting the connector integrally with the structure wall during the manufacturing process in such a manner that it will not pull out during coupling. The seal between connector and pipe will be made by way of a stainless steel take down band compressing the gasket against the outside diameter of the pipe.

2. The connector shall be molded from materials whose physical/chemical properties meet or exceed the physical/chemical resistant properties outlined in ASTM C923. The connector and stainless steel hardware shall meet or exceed the performance requirements proscribed in ASTM C923.

3. The connector shall be of size specifically designed for the pipe material being used and shall be installed in accordance with recommendations of the manufacturer.

4. Connectors shall be Z-LOK or G3 connectors manufactured by A-LOK Products Inc. or approved equivalent.

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PART 3 - EXECUTION

3.1 GRAVITY PIPE INSTALLATION
A. General: Install pipe, fittings, and appurtenances utilizing best practices, manufacturer’s instructions, and in accordance with Section 6 and 7 of ASTM D2321 for plastic pipe, chapter 11.3.3 of AWWA M41 for ductile iron pipe.

B. Pipe Depth and Trench Configuration: Conform to typical trench section(s) indicated.

C. Excavation, Bedding, Backfill, and Compaction: Section 31 23 33 - Trenching and Backfill.

D. Handling: Carefully handle during loading, hauling, unloading and placing operations to avoid breakage or damage. Use strap type slings for lifting and placing; no chains or hooks will be permitted. Comply with the manufacturer’s recommendations.

E. Laying: Before lowering pipe into the trench, remove all stakes, debris, loose rock and other hard materials from the bottom of the trench. Lay accurately in conformance with lines and grades indicated. Start laying the pipeline at the low end and proceed upstream. Lay bell and spigot pipe with the bell end facing upstream. Lay pipe on a bed prepared by handwork, dug true to grade. Furnish firm bearing for pipe throughout its entire length with bell holes provided at the ends of each pipe length of sufficient size to permit making up the particular type of joint being used. Adjust pipe to line and grade by scraping away or filling and tamping material under the body of the pipe for the entire pipe length and not by blocking or wedging. After final positioning, hold pipe in place in trench with backfill material placed equally on both sides of the pipe at as many locations as required to hold the pipe section in place.

F. Curved Alignment: When necessary to conform to the alignment specifically indicated, lay pipe on a curved alignment by means of asymmetrical closure of joints or bending of the pipe barrel. Use shorter lengths of pipe than the standard length if necessary to achieve curvature specified. Do not exceed the recommendations of the pipe manufacture for deflections at the joints or pipe bending.

G. Closure: Close open ends of pipes and appurtenance at the end of each day’s work or when work is not in progress.

3.2 INSTALLATION OF DUCTILE-IRON PIPING
A. Install pipe and fittings in accordance with requirements of AWWA C600 for pipe installation, joint assembly, valve-and-fitting installation, and thrust restraint.

B. Jointing:

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1. Provide push-on joints with the gaskets and lubricant specified for this type joint; assemble in accordance with the applicable requirements of AWWA C600 for joint assembly.

2. Provide mechanical joints with the gaskets, glands, bolts, and nuts specified for this type joint; assemble in accordance with the applicable requirements of AWWA C600 for joint assembly and with the recommendations of AWWA C111.

3. Provide flanged joints with the gaskets, bolts, and nuts specified for this type joint.
a. Install flanged joints up tight; avoid undue strain on flanges, fittings, valves, and other equipment and accessories.
b. Align bolt holes for each flanged joint.
c. Use full size bolts for the bolt holes; use of undersized bolts to make up for misalignment of bolt holes or for any other purpose will not be permitted.
d. Do not allow adjoining flange faces to be out of parallel to such degree that the flanged joint cannot be made watertight without over straining the flange.
e. Where flanged pipe and fitting have dimensions that do not allow the installation of a proper flanged joint as specified, replace it by one of proper dimensions.
f. Use setscrewed flanges to make flanged joints where conditions prevent the use of full-length flanged pipe. Assemble in accordance with the recommendations of the setscrewed flange manufacturer.

4. Provide insulating joints with the gaskets, sleeves, washers, bolts, and nuts previously specified for this type joint. Assemble insulating joints as specified for flanged joints. Bolts for insulating sleeves shall be full size for the bolt holes.

5. Ensure that there is no metal-to-metal contact between dissimilar metals after the joint has been assembled.

C. Exterior Protection: Completely encase buried ductile iron pipelines and underground appurtenances with polyethylene wrap. Install 8-mil linear low-density polyethylene (LLD) film or 4-mil high-density cross-laminated (HDCL) film per manufacturer’s recommendations and in accordance with AWWA C105 and ASTM A674.

D. Pipe Anchorage: Provide concrete thrust blocks or restrained joints for pipe anchorage, except where metal harness is indicated on the Plans.

3.3 INSTALLATION OF POLYVINYL CHLORIDE PIPING
A. Comply with the recommendations for pipe installation, joint assembly and appurtenance installation in AWWA M23.

B. Comply with the applicable requirements of AWWA C600 for joint assembly, and with the recommendations of Appendix A to AWWA C111.

C. Jointing:

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1. Provide push-on joints with the elastomeric gaskets specified for this type joint, using either elastomeric-gasket bell-end pipe or elastomeric-gasket couplings.

2. For pipe-to-pipe push-on joint connections, use only pipe with push-on joint ends having factory-made bevel.

3. For push-on joint connections to metal fittings, valves, and other accessories, cut spigot end of pipe off square and re-bevel pipe end to a bevel approximately the same as that on ductile-iron pipe used for the same type of joint.

4. Use an approved lubricant recommended by the pipe manufacturer for pushon joints.

5. Assemble push-on joints for connection to fittings, valves, and other accessories in accordance with the applicable requirements of AWWA C600 for joint assembly.

6. Make compression-type joints/mechanical-joints with the gaskets, glands, bolts, nuts, and internal stiffeners previously specified for this type joint. Cut off spigot end of pipe for compression-type joint or mechanical-joint connections and do not re-bevel.

7. Assemble joints made with sleeve-type mechanical couplings in accordance with the recommendations of the coupling manufacturer using internal stiffeners as previously specified for compression-type joints.

D. Pipe Anchorage:

1. Provide concrete thrust blocks or restrained joints for pipe anchorage, except where metal harness is indicated on the Plans.

3.4 SPECIAL PIPE COUPLINGS
A. General: Use where required to join piping and no other appropriate method is specified. Do not use instead of specified joining methods.

B. Installation: Manufacturers’ instructions

3.5 POURED-IN-PLACE CONCRETE
A. Concrete shall be mixed in accordance with applicable provisions of Section 90 of Caltrans Standard Specifications.

B. Construction of concrete structures shall conform to applicable provisions of Section 51 of the Caltrans Standards Specifications. Unless otherwise noted herein or in the Plans, exposed surfaces of structures shall be Class 1 surface finish.

C. Curing shall conform to applicable portions in Section 90 of Caltrans Standard Specifications. No pigment shall be used in curing compounds. All work shall be subject to inspection. No concrete shall be placed until the Project Manager has approved the forms and reinforcement.

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D. Concrete shall not be cropped freely where reinforcing bars will cause segregation, nor shall it be dropped freely more than six feet. Spouts, elephant trunks, or other approved means shall be used to prevent segregation.

3.6 GRAVITY PIPELINE AIR TESTING AND FLUSHING
A. All new sections of sanitary sewer shall be tested using the following procedures:

1. Test is conducted between two consecutive manholes, or as directed by the Project Manager.

2. The test section of the sewer shall be plugged at each end. One of the plugs used at the manhole shall be tapped and equipped for the air inlet connection for filling the line from an air compressor.

3. All service laterals, stubs, and fittings into the sewer test section shall be properly capped or plugged and carefully braced against the internal pressure to prevent air leakage by slippage and blowout.

4. Connect air hose to tapped plug selected for the air inlet. Connect the other end of the air hose to the portable air control equipment, which consists of valves and pressure gauges used to control the air entry rate into the sewer test section, and to monitor the air pressure in the pipeline. More specifically, the air control equipment includes a shut-off valve, pressure regulating valve, pressure reduction valve, and a monitoring pressure gauge having a pressure range from 0-5 psi. The gauge shall have minimum divisions of 0.10 psi and an accuracy of 0.40 psi.

5. Connect another air hose between the air compressor (or other source of compressed air) and the air control equipment. This completes the test equipment set-up. Test operations may commence.

6. Supply air to the test section slowly, filling the pipeline until a constant pressure of 3.5 psig is maintained. The air pressure must be regulated to prevent the pressure inside the pipe from exceeding 5.0 psig.

7. When constant pressure of 3.5 psig is reached, throttle the air supply to maintain the internal pressure above 3.0 psig for at least 5 minutes. This time permits the temperature of the entering air to equalize with the temperature of the pipe wall. During this stabilization period, it is advisable to check all capped and plugged fittings with a soap solution to detect any leakage at these connections. If leakage is detected at any cap plug, release the pressure in the line and tighten all leaky caps and plugs. Start the test operation again by supplying air. When it is necessary to bleed off the air to tighten or repair a faulty plug, a new 5-minute interval must be allowed after the pipeline has been refilled.

8. After the stabilization period, adjust the air pressure to 3.5 psig and shut-off or disconnect the air supply. Observe the gauge until the air pressure reached 3.0 psig. At 3.0 psig, commence timing with a stopwatch until the pressure drops to 2.5 psig, at which time the stop watch is stopped. The time required, as shown on the stopwatch, for a pressure loss of 0.5 psig is used to compute the air loss.

9. If the time, in minutes and seconds, for the air pressure drop from 3.0 to 2.5 psi is greater than that shown in the following table for the designated pipe size, the section undergoing test shall have passed and shall be presumed to be free of defects. The test may be discontinued at any time.

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10. If the time, in minutes and seconds, for the 0.5 psig drop is less than that shown in the following table for the designated pipe size, the section of the pipe shall not have passed the test; therefore, adequate repairs must be made and the line retested.

Requirements for Air Testing
Pipe Size
(in inches)
Time
Minutes Seconds
4 2 32
6 3 50
8 5 6
10 6 22
12 7 39
14 8 56
15 9 35
16 10 12
18 11 34
20 12 30

11. For 8 inch and smaller pipe, only: if, during the 5 minute saturation period, pressure drops less than 0.5 psig after the initial pressurization and air is not added, the pipe section undergoing test shall have passed.

12. Multi-pipe sizes: when the sewer line undergoing test is 8 inch or larger diameter pipe and includes 4 inch or 6 inch laterals, the figures in the table for uniform sewer main sizes will not give reliable or accurate criteria for the test.

Where multi-pipe sizes are to undergo the air test, the Project Manager can compute the “average” size in inches which is then multiplied by 38.2 seconds. The results will give the minimum time in seconds acceptable for a pressure drop of 0.5 psig for the “averaged” diameter pipe.

13. Adjustment Required for Groundwater:
a. An air pressure correction is required when the ground water table is above the sewer line being tested. Under this condition, the air test pressure must be increased .433 psi for each foot the ground water level is above the invert of the pipe.
b. Where ground water is encountered or is anticipated to be above the sewer pipe before the air testing will be conducted, the following procedure shall be implemented at the time the sewer main and manholes are constructed.
1) Install a ½ inch diameter pipe nipple (threaded one or both ends, approximately 10 inch long) through the manhole wall directly on top of one of the sewer pipes entering the manhole with threaded end of nipple extending inside the manhole.
2) Seal pipe nipple with a threaded ½ inch cap.
3) Immediately before air testing, determine the ground water level by removing the threaded cap from the nipple, blowing air through the pipe nipple to remove any obstruction, and then connecting a clear plastic tube to the pipe nipple.
4) Hold plastic tube vertically permitting water to rise in it to the groundwater level.

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5) After water level has stabilized in plastic tube, measure vertical height of water, in feet, above invert of sewer pipe.
6) Determine air pressure correction, which must be added to the

3.0 psig normal starting pressure of test, by dividing the vertical height in feet by 2.31. The result gives the air pressure correction in pounds per square inch to be added.

B. After the line has passed the air test, it shall be balled and flushed with water to clean. A metal screen shall be used downstream at the point of connection to the existing system to collect and remove any rock or other debris that is flushed out during cleaning.

3.7 DEFLECTION TESTING
A. Upon completion of work, perform a deflection test on entire length of installed plastic pipeline. Completed work includes superimposed loads adjacent to and over the pipeline, such as compacted backfill and earthwork, and does not include paving, concrete curbs and gutters, sidewalks, walkways, and landscaping.

B. Under external loads, deflection of pipe in the installed pipeline shall not exceed 4.5 percent of the average inside diameter of pipe.

C. Determine whether the allowable deflection has been exceeded by use of a pullthrough device or a deflection-measuring device.

D. Pull-Through Device:

1. Provide a spherical, spheroidal, or elliptical ball, a cylinder, or circular sections fused to a common shaft.
a. Circular sections shall be so spaced on the shaft that distance from external faces of front and back sections will equal or exceed diameter of the circular section.
b. Pull-through device may also be of a design approved by the Uni-Bell Plastic Pipe Association, provided that the device meets the applicable requirements specified in this paragraph, including those for diameter of the device.

2. Ball, cylinder, or circular sections shall conform to the following:
a. A diameter, or minor diameter as applicable, of 95 percent of the average inside diameter of the pipe; tolerance of plus 0.5 percent will be permitted.
b. A homogeneous material throughout, with a density greater than 1.0 as related to water at 39.2 degrees F, and a surface Brinell hardness of not less than 150.
c. Center bored and through bolted with a ¼ inch minimum diameter steel shaft having a yield strength of not less than 70,000 pounds per square inch, with eyes or loops at each end for attaching pulling cables. d. Each eye or loop shall be suitably backed with a flange or heavy washer such that a pull exerted on opposite end of shaft will produce compression throughout remote end.

E. Pull-Through Device:

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1. Pass the pull-through device through each run of pipe, either by pulling it through or flushing it through with water.

2. If the device fails to pass freely through a pipe run, replace pipe which has the excessive deflection and completely retest in same manner and under same conditions as specified.

F. Deflection measuring Device:

1. Sensitive to 1.0 percent of the diameter of the pipe being tested and accurate to 1.0 percent of the indicated dimension.

2. Obtain approval of deflection measuring device prior to use.

G. Deflection Measuring Device Procedure:

1. Measure deflections through each run of installed pipe.

2. If deflection readings in excess of 4.5 percent of average inside diameter of pipe are obtained, retest pipe by a run from the opposite direction.

3. If retest continues to show a deflection in excess of 4.5 percent of average inside diameter of pipe, remove pipe which has excessive deflections, replace with new pipe, and completely retest in same manner and under same conditions.

H. Warranty Period Test: Pipe found to have a deflection of greater than 5 percent of average inside diameter when deflection test is performed just prior to end of 1 year warranty period shall be replaced with new pipe and tested as specified for leakage and deflection.

3.8 CLEANING
A. Thoroughly clean sewer lines and manholes of sediments, dirt, debris, and obstructions of any kind.

3.9 TELEVISION INSPECTION
A. After completion of the pipe installation, service connections, flushing and cleaning, and prior to placement of pavement, the sewer line shall be televised with a color closed-circuit television with tilt-head camera recorded in DVD format. The original disc and log sheets shall be provided to the Owner for review.

B. The following observations from television inspections will be considered defects in the construction of sewer pipelines and will require correction prior to placement of pavement:

1. Low spot (1 inch or greater - mainlines only)

2. Joint separations (3/4 inch or greater opening between pipe sections)

3. Cocked joints present in straight runs or on the wrong side of pipe curves

4. Chips in pipe ends

5. Cracked or damaged pipe

6. Dropped joints

7. Infiltration

8. Debris or other foreign objects

9. Other obvious deficiencies

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10. Irregular condition without logical explanation
END OF SECTION 333000

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ENGINEERS ESTIMATE

ENGINEER'S OPINION OF

PROBABLE CONSTRUCTION COST

MILLS LANE STORM DRAIN IMPROVEMENTS
CITY PROJECT NO. R20-02
JOB NO.:20201249
DATE: 9/29/2021

IMPROVEMENTS

ITEM DESCRIPTION QUANTITY UNIT COST AMOUNT
1 Mobilization 1 LS 150,000.00 $ 150,000.00
2 Traffic Control & Construction Area Signs 1 LS 20,000.00 $ 20,000.00 3 Surveying & Layout 1 LS 20,000.00 $ 20,000.00
4 Miscellaneous Demolition (Clearing & Grubbing, AC, Gravel, etc.) 1 LS 20,000.00 $ 20,000.00 5 Culvert Abandonment 1 EA 1,000.00 $ 1,000.00
6 Relocate Existing Gas Line 1 EA 7,500.00 $ 7,500.00
7 Tree Demolition 1 EA 750.00 $ 750.00
8 Type II Microsurfacing 44,500 SF 1.00 $ 44,500.00
9 Connect to Existing Storm Drain System 1 EA 2,000.00 $ 2,000.00 10 36"x48" Storm Drain Drop Inlet 1 EA 5,000.00 $ 5,000.00 11 72" Diameter Storm Drain Manhole 4 EA 22,000.00 $ 88,000.00 12 84" Diameter Storm Drain Manhole 12 EA 30,000.00 $ 360,000.00 13 12" Storm Drain Pipe (RCP) 45 LF 150.00 $ 6,750.00
14 36" Storm Drain Pipe (RCP) 50 LF 350.00 $ 17,500.00
15 48" Storm Drain Pipe (RCP) 895 LF 450.00 $ 402,750.00 16 60" Storm Drain Pipe (RCP) 3,870 LF 550.00 $ 2,128,500.00 17 Storm Drain Pipe Encasement (Concrete Cap) 120 LF 150.00 $ 18,000.00 18 Trench Shoring 4,765 LF 15.00 $ 71,475.00
19 Earthwork - Material Moved on Site 2,000 CY 10.00 $ 20,000.00 20 Earthwork - Material Export 12,000 CY 55.00 $ 660,000.00 21 Storm Drain Outfall 1 EA 25,000.00 $ 25,000.00
22 Tree Protection Fence 1,200 LF 15.00 $ 18,000.00
23 Erosion & Sediment Control (Storm Water Pollution Prevention) 1 LS 25,000.00 $ 25,000.00

SUB TOTAL
Contingency @ 10%

GRAND TOTAL
$ 4,111,725
$ 411,173
$ 4,522,898
This opinion of probable construction cost has been prepared to assist with determining anticipated costs associated with the construction of elements shown on the improvement drawings prepared by BKF Engineers. BKF Engineers' opinion of these costs is made on the basis of our professional judgment and experience. Our opinion of construction cost does not include all costs and fees required to complete the project. BKF Engineers does not have control over the cost or availability of labor, equipment, materials, over market conditions or the Contractor's method of pricing. BKF Engineers makes no warranty, express or implied, that the bids for work associated with this project will not vary from our opinion of probable construction cost.

PREPARED BY:

REBECCA DOWER, P.E.

NO. C-80868
K:\2020\201249_St_Helena_Mills_Storm_Drain\DOCS\09-Cost_Est_Quantities\A-Eng_Estimates_Quantities\201249_Eng Opinion Probable Const Cost.xlsx

06 / REFERENCES
Ukiah, Proposal for East Perkins Widening 83 BKF ENGINEERS SIR FRANCIS DRAKE BOULEVARD REHABILITATION Marin County, CA The County of Marin re-constructed nearly 2 miles of Sir Francis Drake Boulevard roadway between Highway 101 and the Ross Town Limits.

Because of its unique nature and current function, the County is using this opportunity to comprehensively re-envision the corridor with improvements to vehicle flow, transit operations, and pedestrian and bicyclist circulation along and across this important arterial. In addition to the overall corridor visioning, the project involves relocation of utility services, a new water main, new fiber optic lines and a full pavement rehabilitation.

The project includes a topographic survey of the corridor, collection of information and data, seeking public input on concerns and suggestions for improvements, development of design alternatives, design of construction plans, and associated environmental review. The completed construction plans were issued for bid in 2020 with construction completed in 2021.

The project was funded for both design and construction by Measure A, the Marin County Transportation Sales Tax measure passed by voters in 2004.

The Marin County Department of Public Works is managing the project in coordination with agencies with facilities or interests in the corridor.

Services provided:
- Surveying
- Preliminary Design Concepts
- Public Outreach
- Environmental Review
- Construction Plans
- Construction Staking
- Construction Administration

REFERENCE CONTACT
Philip Buckley, Associate Civil
Engineer
Marin County Department of
Public Works
3501 Civic Center Drive, Suite 304
San Rafael, CA 94903
t. 415.473.7292

06 / REFERENCES
Ukiah, Proposal for East Perkins Widening 84 BKF ENGINEERS CALISTOGA CITY STREET REHABILITATION Calistoga, CA
BKF has worked with the City of Calistoga since 2015 to provide design services on a number of street rehabilitation projects. We have rehabilitated a segment of Washington Street in the busy downtown corridor of the City.

The project required coordination with Caltrans Highway 29/Lincoln Avenue (including signal timing and loop detectors), preservation options for of historic electric railway tracks in the center of the road, a mix of existing concrete and asphalt road surfaces, historic sidewalk arcade, non-standard curb heights, drainage issues, and shallow utilities. Construction staging, specification adjustments, and traffic control considerations were applied to the design so that the station could remain open and accessible at all times.

BKF also provided construction support to the City.

We designed a High Intensity Activated Crosswalk (HAWK) system for the safe crossing of pedestrian between wineries on Silverado Trail. This project involved coordination with the concurrent improvements being carried out by one of the wineries Additionally, we have recently completed a pavement overlay and new recycled water line installation project on Lake Street between Grant Avenue and Silverado Trail. This project included striping improvements to accommodate a new Class II bike lane along the corridor.

BKF is currently working on a Rectangular Rapid Flashing Beacon (RRFB) and curb ramp project at the intersection of Lincoln Avenue and Brannan Street.

This area includes a skewed intersection and a high volume of pedestrian traffic. Coordination with Caltrans to construct the improvements within State right-of-way is a key component of this project.

REFERENCE CONTACT
Derek Rayner, Director of Public
Works
City of Calistoga
414 Washington Street
Calistoga, CA 94515
t. 707.942.2782

06 / REFERENCES
Ukiah, Proposal for East Perkins Widening 85 BKF ENGINEERS FRANCISCO BOULEVARD San Rafael, CA
In coordination with the Sonoma Marin Area Rail Transit (SMART) extension of revenue service from the Downtown San Rafael Station to Larkspur, the project required relocating and reconfiguring the existing alignment to accommodate the new rail alignment. The realignment was done to improve safety at the existing street crossings and improve both vehicular and nonmotorized transportation along the corridor. A new signalized intersection was designed by BKF at the newly created rail crossing. Portions of the project also included the temporary renovations to the existing Bettini Transit Center located between Second and Third Streets.

The project consisted of an extremely aggressive design schedule in order to complete early preparatory work near environmentally sensitive areas before the winter rains and critical habitat growth and animal breeding seasons. Once early design work was installed, the design team worked in coordination with four jurisdictional agencies (San Rafael, SMART, Caltrans and Golden Gate Transit) to balance key stakeholder requests. The project had challenges to meet all the requested items while still maintaining the conditions set forth in the project’s Memorandum of Understanding and keep the project design and ultimate construction on-schedule. Constant and clear communication from BKF and the design team to the parties involved was one of the key elements of the design being ready for construction in harmony with the design/build team’s internal schedules.

REFERENCE CONTACT
April Miller, Assistant Public
Works Director/City Engineer
City of San Rafael
111 Morphew Street
San Rafael, CA 94901
t. 415.485.3454

06 / REFERENCES
Ukiah, Proposal for East Perkins Widening 86 BKF ENGINEERS Reference Contact Project Description

W-TRANS
Tim Erickson, City Engineer
City of Ukiah
300 Seminary Avenue
Ukiah, CA 95472
t. 707.463.6280
Gobbi Street and Waugh Lane Signal Design, Ukiah
To take advantage of a grant from the Caltrans Statewide Transportation Improvement Program (STIP), the City of Ukiah selected W-Trans to design a new traffic signal for the intersection of East Gobbi Street and Waugh Lane.

To meet a tight deadline for the grant funding, a detailed “draft” plan was prepared for the City that would be stamped and signed so it could be used to demonstrate substantial completion with grant requirements. The work also required review of pedestrian paths to determine the optimum locations for crosswalks and curb ramps that would not conflict with newly installed vaults for a joint utility trench.

Michael Vanmidde, Lisa Welsh
City of Santa Rosa
69 Stony Circle
Santa Rosa, CA 95401
t. 707.543.3814, 707.543.3909
Pacific Avenue Reconstruction, Santa Rosa
Pacific Avenue is a residential collector a few miles north of downtown Santa Rosa. The City decided to upgrade the street to improve pedestrian safety and upgrade utilities. W-Trans was selected to design traffic signal upgrades, arterial lighting improvements, and new Rectangular Rapid Flashing Beacons at three locations. A particular challenge of the work was coordinating with PG&E for minor lighting upgrades at the three RRFB locations.

Vanessa Garrett
City of Rohnert Park
130 Avram Avenue
Rohnert Park CA 94928
t. 707.588.2251
Trail to Crane Creek Regional Park, Rohnert Park
The City of Rohnert Park and County of Sonoma were jointly completing a trail improvement project known as Crane Creek Trail. The west end of the trail terminated at Petaluma Hill Road at the intersection with Laurel Drive, which needed to be signalized. W-Trans prepared the design of a new traffic signal with special emphasis on lighting for trail users. Unique aspects of the project included a cooperative effort with PG&E to provide electrical service as no connection points were available nearby, and coordination with Sonoma State staff who were using the land at the intersection for research on decay of buried objects, to be sure the traffic signal controller cabinet was clear of any active use.

LACO
Gabe Sherman, Director of Maintenance,
Transportation, and Operations
Ukiah Unified School District
511 S. Orchard Avenue
Ukiah, CA 95482
t. 707.472.5081
Ukiah Unified School District, Ukiah
LACO has been working with UUSD since 2009, helping the district with projects that include grading, environmental services related to underground storage tank investigations and Phase I site assessments, water/ wastewater design, geotechnical exploration, construction testing and inspection, and paving design and inspection.

Steve Honeycutt, General Manager
Gullion, Inc.
2550 Lakewest Drive, Suite 50
Chico, CA 95928
t. 530.897.6458
Gobbi Commons Subdivision, Ukiah
LACO worked with Guillon, Inc. to design an 8-lot major subdivision on West Gobbi Street, in Ukiah. LACO’s scope of work included entitlements, geotechnical exploration, engineering plans and specifications for the improvements, and surveying of the tentative and final subdivision maps, construction observation, and testing and inspection.

SUBCONSULTANT REFERENCES

06 / REFERENCES
Ukiah, Proposal for East Perkins Widening 87 BKF ENGINEERS Reference Contact Project Description
Eileen Cichocki, Vice President of Administrative
Services
Mendocino-Lake Community College District
1000 Hensley Creek Road, Room 5110
Ukiah, CA 95482
t. 707.467.1018
Emergency Access Road/Mendocino-Lake Community College District, Ukiah Campus LACO Associates was retained by the Mendocino-Lake Community College District to assist in the design of a proposed secondary emergency access road. The secondary emergency access road from the Ukiah college campus to a point of connection to Orr Springs Road to the south and southwest of the existing campus. LACO assisted in preliminary feasibility and funding development and provided Civil and Geological support and recommendations during the design process.

INTEGRA+
Damien O’Bid, City Manager
City of Cotati
201 W. Sierra Avenue
Cotati, CA 94931
t. 707.665.3621
Old Redwood Highway, Cotati
This federally funded project included the design of a new entry gateway into the downtown area of the City of Cotati. The work included collaboration with Caltrans and the restriping of the street and featured an entry arch, mosaic wall with enhanced paving and drought tolerant streetscape.

Jeff Valeros
Contra Costa County Public Works
255 Glacier Drive
Martinez, CA 95433
t. 925.313.2031
Camino Tassajara Streetscape, Contra Costa County
The project included rehabilitation of the existing planting and irrigation along Camino Tassajara and Tice Valley Road. The scope of work included preliminary conceptual design, design development and PSEs for bidding the work. During construction, Michael Cook (INTEGRA+) assisted the County’s Road Engineer with observation, milestone field checks, and provided the final punch list and East Bay Municipal Utility District (EBMUD) certificate of compliance.

April Miller, Senior Civil Engineer
City of San Rafael
111 Morphew Street
San Rafael, CA 94901
t. 415.485.3454
Francisco Boulevard Multi-Use Pathway and Streetscape, San Rafael INTEGRA+ provided professional landscape architectural design services for approximately one-half mile of multi-modal pathways and streetscape. This included the coordination of a separated Class IV bikeway with tree wells along Francisco Boulevard West. The objective of the project was to design a safe route for pedestrians, bicyclists, and vehicles while integrating the streetscape landscape planting.

07 / EXCEPTIONS
Ukiah, Proposal for East Perkins Widening 88 BKF ENGINEERS

EXCEPTIONS
BKF has previously executed Professional Services Agreements with the City. With this in mind, BKF is respectfully requesting the same adjustments to the sample agreement and insurance requirements provided in the RFP.

These suggestions are provided as the basis of negotiation and we would welcome the opportunity to discuss any items listed herein that may not be agreeable to the City.

ATTACHMENT B | AGREEMENT FOR PROFESSIONAL CONSULTING SERVICES SECTION 6.1.C DEDUCTIBLES AND SELF-INSURANCE RETENTIONS Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects to the City, its officers, officials, employees and volunteers; or the Consultant shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses.

SECTION 6.2 INDEMNIFICATION
Indemnification. Notwithstanding the foregoing insurance requirements, and in addition thereto, Consultant agrees, for the full period of time allowed ...to the fullest extent permitted... by law, surviving the termination of this Agreement, to indemnify the City for any claim, cost or liability that arises out of, or pertains to, or relates to any negligent act or omission or the willful misconduct of Consultant and its agents in the performance of services under this contract, but this indemnity does not apply to liability for damages for death or bodily injury to persons, injury to property, or other loss, arising from the sole negligence, willful misconduct or defects in design by the City, or arising from the active negligence of the City. “Indemnify,” as used herein includes the expenses of defending against a claim and the payment of any settlement or judgment arising out of the claim. Defense costs include all costs associated with defending the claim, including, but not limited to, the fees of attorneys, investigators, consultants, experts and expert witnesses, and litigation expenses.

However, Consultant shall not be required to provide for the upfront defense of the City with respect to claims alleging Professional Liability. For such claims, each party shall provide its own upfront defense and the nonprevailing party will reimburse the prevailing party for the prevailing party’s reasonable costs of defense. In no event shall the costs, fees, and expenses charged to the non-prevailing party exceed the non-prevailing party’s proportionate percentage of fault.

ATTACHMENT C | INSURANCE REQUIREMENTS FOR CONSULTANTS
Please note that BKF is only requesting the following adjustments because professional liability policies will not include an endorsement of contractual liability. This is not a specific BKF request, but an industry standard for civil engineering E&O insurance.

I. MINIMUM SCOPE OF INSURANCE
D. Errors and Omissional liability insurance appropriate to the consultant’s profession, Architects and engineers’ coverage is to be endorsed to include contractual liability.

Reasoning: Professional liability does not include contractual liability. This is a standard in the industry.

IV. REQUIRED INSURANCE PROVISIONS
D. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be canceled by either party, except after thirty (30) days’ prior written notice by certified mail return receipt requested, has been given to the City.

Reasoning: Carriers no longer provide certified mail.

BKF ENGINEERS
200 Fourth Street, Suite 300, Santa Rosa, CA 95401 | t. 707.583.8500 05 / FEE PROPOSAL
Andrew Stricklin, Associate Engineer January 31, 2022
City of Ukiah, Department of Public Works BKF Project No. P20212351 300 Seminary Avenue
Ukiah, CA 95482-5400
Fee Proposal submitted electronically to [email protected] SUBJECT: FEE PROPOSAL FOR THE PREPARATION OF PLANS, SPECIFICATIONS & ESTIMATE FOR

EAST PERKINS WIDENING PROJECT
Dear Andrew:

BKF Engineers (BKF) welcomes the opportunity to submit our cost fee proposal to the City of Ukiah for the Preparation of Plans, Specification & Estimate for the East Perkins Widening Project.

Authorized Personnel. As a Vice President, I am authorized to bind the firm contractually.

We are offering the enclosed fee proposal as a basis of negotiation, based on our understanding of the project and proposed scope of service. Please do not hesitate to reach out should you need clarification, or have any questions or would like to discuss any required adjustments to the enclosed information.

Sincerely,

BKF ENGINEERS
Jason Kirchmann, PE, PLS, QSD/P
Vice President
t. 707.583.8515
[email protected]
ATTACHMENT 3

05 / FEE PROPOSAL
Ukiah, Proposal for East Perkins Widening 2 BKF ENGINEERS

BKF ENGINEERS

PROFESSIONAL SERVICES RATE SCHEDULE
JANUARY 1, 2022 - DECEMBER 31, 2022

CLASSIFICATION HOURLY RATE

PROJECT MANAGEMENT
Principal/Vice President $264.00
Senior Associate/Vice President $237.00
Associate $230.00
Senior Project Manager | Senior Technical Manager $230.00 Project Manager | Technical Manager $224.00
Engineering Manager | Surveying Manager | Planning Manager $207.00

TECHNICAL STAFF
Senior Project Engineer | Senior Project Surveyor | Senior Project Planner $192.00 Project Engineer | Project Surveyor | Project Planner $169.00 Design Engineer | Staff Surveyor | Staff Planner $147.00 BIM Specialist I, II, III $147.00 - $169.00 - $192.00
Technician I, II, III, IV $140.00 - $149.00 - $163.00 - $176.00 Drafter I, II, III, IV $110.00 - $120.00 - $130.00 - $145.00 Engineering Assistant | Surveying Assistant | Planning Assistant $91.00

FIELD SURVEYING
Survey Party Chief $192.00
Instrument Person $165.00
Survey Chainperson $123.00
Utility Locator I, II, III, IV $100.00 - $142.00 - $170.00 - $193.00 Apprentice I, II, III, IV $76.00 - $102.00 - $113.00 - $119.00

CONSTRUCTION ADMINISTRATION
Senior Consultant $251.00
Senior Construction Administrator $218.00
Resident Engineer $162.00
Field Engineer I, II, III $147.00 - $169.00 - $192.00

ASSISTANTS
Project Coordinator $122.00
Senior Project Assistant $106.00
Project Assistant $93.00
Clerical | Administrative Assistant $79.00
Expert witness rates are available upon request.

Subject to the terms of a services agreement:
• Charges for outside services, equipment, materials, and facilities not furnished directly by BKF Engineers will be billed as reimbursable expenses at cost plus 10%. Such charges may include, but shall not be limited to: printing and reproduction services; shipping, delivery, and courier charges; subconsultant fees and expenses; agency fees; insurance; transportation on public carriers; meals and lodging; and consumable materials. • Allowable mileage will be charged at the prevailing IRS rate per mile. • Monthly invoices are due within 30 days from invoice date. Interest will be charged at 1.5% per month on past due accounts.

Ukiah, Proposal for East Perkins Widening BKF ENGINEERS 05 / FEE PROPOSAL
LACO W Trans Integra
Traffic Landscape

VP VP PM SPE PE DE FC
$237 $237 $224 $192 $169 $147 $315
1 Project Management
1 Project Management
24 24 $5,376 $0 $0 $0 $0 $5,376
2 Project Kick-Off Meeting
2 4 2 2 10 $2,092 $0 $0 $0 $0 $2,092
3 Routine Status Update Meetings
8 24 16 8 56 $11,696 $0 $0 $0 $0 $11,696
4 Quality Assurance/Quality Control (QA/QC)
16 4 2 22 $5,188 $0 $0 $0 $0 $5,188
16 14 54 18 10 0 0 112 $24,352 $0 $0 $0 $0 $24,352
2 Data Collection
1 Record Data Collection and Field Review
2 6 8 8 24 $4,530 $0 $4,770 $0 $5,247 $9,777
2 Public Utilities Coordination
2 4 8 14 $2,392 $0 $0 $0 $0 $2,392
3 Topographic Survey
2 6 12 80 48 148 $31,002 $0 $0 $0 $0 $31,002
4 Geotechnical Investigation
4 4 8 $1,664 $29,000 $0 $0 $31,900 $33,564
0 4 18 28 0 96 48 194 $39,588 $29,000 $4,770 $0 $37,147 $76,735 3 30% Design
1 30% Plans, Specifications, and Estimate
4 20 40 8 80 152 $26,220 $0 $2,690 $11,280 $15,367 $41,587 0 4 20 40 8 80 0 152 $26,220 $0 $2,690 $11,280 $15,367 $41,587 4 60% Design
1 60% Plans, Specifications, and Estimate
4 20 60 8 120 212 $35,940 $0 $8,890 $7,260 $17,765 $53,705 0 4 20 60 8 120 0 212 $35,940 $0 $8,890 $7,260 $17,765 $53,705 5 90% Design
1 90% Plans, Specifications, and Estimate
2 12 40 8 80 142 $23,954 $0 $7,200 $3,860 $12,166 $36,120 0 2 12 40 8 80 0 142 $23,954 $0 $7,200 $3,860 $12,166 $36,120 6 Caltrans Encroachment Permit
1 Caltrans Encroachment Permit Application and Coordination 8 4 12 $2,560 $0 $0 $0 $0 $2,560
2 Caltrans Right-of-Way Improvement Drawings
2 16 24 8 40 90 $15,898 $0 $0 $0 $0 $15,898
3 Response to Caltrans Comments
3 9 24 24 60 $10,863 $0 $0 $0 $0 $10,863
0 5 33 52 8 64 0 162 $29,321 $0 $0 $0 $0 $29,321
7 Final PS&E
1 Final PS&E
4 8 20 8 40 80 $13,812 $0 $5,745 $2,170 $8,707 $22,519
0 4 8 20 8 40 0 80 $13,812 $0 $5,745 $2,170 $8,707 $22,519 General BKF Printing, Plotting, and Travel (1% of Total) Consultant Labor Totals 16 37 165 258 50 480 48 1054 $193,187 $29,000 $29,295 $24,570 $91,152 $284,339 Total Phase 1 Fees* (Total fees include consultant and reimbursable markups pursuant to rate sheets) $286,769 3 30% Design Subtotal:
4 60% Design Subtotal:

Geotech
Total BKF Hours
BKF
2 Data Collection Subtotal:

Total Subconsultant Fee**Includes 10% Markup

CONSULTING SERVICES
Total BKF Fee
1 Project ManagementSubtotal:

Estimated Total Fee
QA/QC Manager
Sub consultants
5 90% Design Subtotal:

Task Description Full Ra
Design Engineer
East Perkins Widening Project
$2,430
Project ExecutiveProject ManagerSr Project EngineerProject EngineerField Crew 6 Caltrans Encroachment Permit Subtotal:

Reimbursable and Consultant Expenses
7 Final PS&E Subtotal: