Brentwood City Council
May 24, 2022

2022 SCHEDULE OF FEES

PROFESSIONAL SERVICES
Engineering Assistant/Laboratory Technician.......................................................................................................................................... $85/hr.

Engineering Field Technician/Special Inspector I ................................................................................................................ 85/125(PW)*/hr.

Engineering Field Technician/Special Inspector II ............................................................................................................... 95/135(PW)*/hr.

Engineering Field Technician/Special Inspector III/Equipment Operator ........................................................................... 105/145(PW)*/hr.

Word Processor/Technical Editor/Draftsman .......................................................................................................................................... 85/hr.

Research Assistant/Technical Illustrator/Senior Draftsman................................................................................................................... 100/hr.

Project Coordinator/GIS Specialist ........................................................................................................................................................... 110/hr.

Staff Engineer/Geologist/Scientist/Field Supervisor .............................................................................................................................. 125/hr.

Senior Staff Engineer/Geologist/Scientist ............................................................................................................................................... 135/hr.

Project Engineer/Geologist/Scientist/Construction Supervisor.............................................................................................................. 145/hr.

Senior Project Engineer/Geologist/Scientist............................................................................................................................................ 160/hr.

Senior Engineer/Geologist/Scientist/Certified Industrial Hygienist........................................................................................................ 175/hr.

Associate Engineer/Geologist/Scientist................................................................................................................................................... 200/hr.

Principal Engineer/Geologist/Scientist/Litigation Support ..................................................................................................................... 240/hr.

Deposition or Court Appearance ............................................................................................................................................................... 400/hr.

Attorney Fees (General) ............................................................................................................................................................................ 350/hr.

Overtime (>8 to 12 hrs.), Saturday, and Night Rate ............................................................................................... 1.5X Regular Hourly Rate Overtime (>12 hrs.), Sunday, and Holiday Rate.......................................................................................................... 2X Regular Hourly Rate Minimum Professional Fee........................................................................................................................................................... $500/Project Minimum Field Services Fee (per day or call-out) ................................................................................................................................... 4 Hours *Prevailing Wage (PW) per requirements of California Labor Code §720, et. Seq.

TRAVEL
Personnel ............................................................................................................................................................................ Regular Hourly Rate Subsistence (Per Diem)........................................................................................................................................................................ $200/day Vehicle Mileage .................................................................................................................................................................................... 0.75/mile

EQUIPMENT & ANALYTICAL TESTS
Nuclear Gauge ......................... Included in Technician Hourly Rate Level D PPE/Decon Rinse Equipment ............................ $50/day Pick-up Truck ................................................................... $125/day pH/Conductivity/Temperature Meter ............................. 60/day Equipment Truck .............................................................. 200/day 55-gallon drum ................................................................ 65/ea.

Direct-Push Rig/Operator ............................... 185/225(PW)*/hr. TPHg (EPA 8015M) .......................................................... 90/ea.

Direct-Push Sample Liner ................................................ 10/ea. TPHd/mo (EPA 8015M) ................................................... 80/ea.

Equipment Trailer ............................................................. 100/day Fuel Oxygenate Compounds (EPA 8260B) ..................... 110/ea.

Wenner 4-Pin Earth Resistivity Meter .............................. 150/day Volatile Organic Compounds (EPA 8260B) ..................... 150/ea.

Coring Machine (concrete, asphalt, masonry) ................. 200/day Semi-Volatile Organic Compounds (EPA 8270) ............. 300/ea.

Dynamic Cone Penetrometer ........................................... 250/day CAM 17 Metals (EPA 6010B) .......................................... 170/ea.

Dilatometer (DMT) Test Equipment ................................. 800/day Single Metal (EPA 6010B) ............................................... 30/ea.

Generator or Air Compressor ............................................ 150/day STLC or TCLP Extraction .................................................. 75/ea.

GPS Unit ............................................................................ 160/day Soil pH (EPA 9045C) ........................................................ 25/ea.

Drive-Tube Sampler or Hand-Auger ................................. 50/day Organochlorine Pesticides (EPA 8081) ........................... 125/ea.

Soil Sample Tube (Brass or Stainless) ............................ 10/ea. Naturally Occurring Asbestos (CARB 435) ...................... 90/ea.

Water Level Indicator ....................................................... 40/day Asbestos PLM ................................................................... 20/ea.

Battery-Powered Pump .................................................... 75/day Asbestos 1,000-pt Count ................................................. 80/ea.

Photo-Ionization Meter .................................................... 150/day 48-hr/24-hr Turnaround Time .................... 60%/100% surcharge

LABORATORY TESTS

COMPACTION CURVES SOIL AND AGGREGATE STABILITY
4-inch mold (D1557/D698)............................................. $225/ea. Resistance Value, R-Value (D2844/CAL301)................. $300/ea. 6-inch mold (D1557/D698)............................................. 225/ea. R-Value, Treated (CAL301) .............................................. 325/ea.

California Impact (CAL216).............................................. 225/ea. California Bearing Ratio (D1883).................................... 175/pt.

Check Point....................................................................... 100/ea. Stabilization Ability of Lime (C977) ................................. 180/ea.

DocuSign Envelope ID: D1FF601A-44A8-44E4-9829-38B3059AE14B C.4.h
Packet Pg. 448 Attachment: Geocon Consultants, Inc. Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey 6671 Brisa Street ■ Livermore, California 94550 ■ Tel (925) 371-5900

SOIL AND AGGREGATE PROPERTIES
#200 Wash (D1140/C117) ............................................. $90/ea. Moisture Determination, tube sample (D2216)............. $20/ea.

Wet Sieve Analysis to #200 (D422/CAL202).................. 120/ea. Moisture Determination and Unit Weight (D2937) ........ 40/ea.

Dry Sieve Analysis, 1.5”+ Aggregate (D6913)................. 350/ea. Atterberg Limits: Plasticity Index (D4318) ...................... 200/ea.

Hydrometer Analysis (D422)............................................ 165/ea. Sand Equivalent (D2419/CAL217) ................................. 100/ea.

Sieve Analysis with Hydrometer (D422) .......................... 200/ea. pH and Resistivity (CAL643) ............................................ 120/ea.

Specific Gravity, Soil (T100)............................................. 100/ea. Sulfate Content (CAL417)................................................ 90/ea.

Specific Gravity Coarse Aggregate (C127)....................... 60/ea. Chloride Content (CAL422).............................................. 50/ea.

Specific Gravity Fine Aggregate (C128)........................... 75/ea. Organic Content (D2974)................................................. 65/ea.

Cut/Extract Shelby Tube .................................................. 100/ea.

SHEAR STRENGTH
Unconfined Compression (D2166).................................. $100/ea. CONCRETE / MASONRY / REINFORCING STEEL Direct Shear (3 pts.)(D3080) ........................................... 325/ea. Compressive Strength, Cast Cylinders (C39).................. $30/ea.

Unconsolidated-Undrained Triaxial Shear (D2850)........ 125/pt. Compressive Strength, Cores (C42)................................ 60/ea.

Unconsolidated-Undrained Triaxial Staged (D2850) ...... 175/ea. Flexural Strength Beam (C78/C293) .............................. 80/ea.

Consolidated-Undrained Triaxial Shear (D4767)............ 300/pt. Splitting Tensile Test (C496)............................................ 80/ea.

Consolidated-Undrained Triaxial Staged (D4767) .......... 375/ea. DSA Masonry Shear (DSA-207) ....................................... 75/ea.

Consolidated-Drained Triaxial Shear (EM1110) ............. 400/pt. Shotcrete Panel Coring and Comp. Strength (C1140) ... 80/ea.

Consolidated-Drained Triaxial Staged (EM1110)............ 500/ea. Rebar Tensile / Bend (up to #11/#11 and Larger) 200/250/ea.

CMU Compressive Strength (C140) ................................ 100/ea.

PERMEABILITY, CONSOLIDATION AND EXPANSION Compressive Strength, Grout (C1019/UBC 21-19)........ 30/ea.

Permeability, Flexible Wall (D5084) ................................ $300/ea. Compressive Strength, Mortar (C109/UBC 21-15,16) .. 30/ea.

Permeability, Rigid Wall (D5856)..................................... 300/ea. CMU Unit Wt., Dimen., Absorption (C140) ...................... 75/ea.

Consolidation (D2435)..................................................... 60/pt. Compressive Strength, Masonry Prism (C1314) ............ 250/ea.

Expansion Index (D4829/UBC 29-2)............................... 225/ea.

Swell/Collapse (D4546)................................................... 165/pt. HOT MIX ASPHALT HMA Air Voids, Gyratory (T269) ....................................... $525/ea.

AGGREGATE QUALITY Hamburg Wheel Tracker (T324)...................................... 1,000/ea.

Sieve Analysis to #200 (C136) ........................................ $120/ea. Theoretical Max. Specific Gravity (D2041/CAL309) ...... 175/ea.

L.A. Rattler Test (500 rev.) (C131)................................... 200/ea. Ignition/Sieve Analysis (C136/CAL202) ......................... 220/ea.

Durability Index (D3744/CAL229)................................... 165/ea. HMA Core Unit Weight (D1188/CAL308)........................ 100/ea.

Fine Aggregate Angularity (CAL 234) ............................... 125/ea. % Asphalt, Ignition Method (D6307/CAL382)................ 125/ea.

Flat and Elongated Particles (D4791/CAL 235)............. 150/ea. % Asphalt, Ignition Calibration (D6307/CAL382)............. 400/ea.

Percent Crushed Particles (CAL205) ............................... 150/ea. Tensile Strength Ratio (T283)……………………………… .... 1,000/ea. *2X surcharge on rush turnaround for laboratory testing

TERMS AND CONDITIONS

1. Listed are typical charges for the services most frequently performed by Geocon. Prices for unlisted services as well as special quotations for programs involving volume work will be provided upon request. Laboratory test prices shown are for laboratory work only, and include reporting of routine results not calling for comments, recommendations or conclusions.

2. Sampling and testing is conducted in substantial conformance with the latest applicable or designated specifications of the American Society for Testing and Materials, Caltrans, American Association of State Highway and Transportation Officials, or other pertinent agencies.

3. Saturday, night work, and overtime hours are charged at time and one-half; Sundays and holidays at double time. Per diem may apply when location of work dictates.

4. Equipment and materials will be billed at cost plus 15%. Outside services including subcontractors and rental of special equipment are billed at cost plus 15%. Hourly services are billed portal to portal from closest office in accordance with the stated hourly rates herein, with a minimum four-hour charge.

5. Invoices will be submitted at four-week intervals. Terms of payment are met upon presentation of invoice. Invoices become delinquent thirty (30) days from invoice date and subject to one and one-half percent (1-1/2%) service charge per month, or the maximum rate allowed by law, whichever is lower. If Client objects to all or any portion of any invoice, Client will so notify Geocon in writing within fourteen (14) calendar days of the invoice date, identify the cause of disagreement, and pay that portion of the invoice not in dispute. The parties will immediately make every effort to settle the disputed portion of the invoice.

Payment on delinquent invoices will first be applied to accrued interest and then to the principal amount. All time spent and expenses incurred (including any attorney's fees and costs) in connection with collection of any delinquent amount will be paid by Client to Geocon per Geocon's current fee schedule.

DocuSign Envelope ID: D1FF601A-44A8-44E4-9829-38B3059AE14B C.4.h
Packet Pg. 449 Attachment: Geocon Consultants, Inc. Geotechnical Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey 1 PSA_City Attorney Approved Version 040821

AGREEMENT FOR ON-CALL GEOTECHNICAL/CONSTRUCTION MATERIALS TESTING SERVICES Ninyo & Moore Geotechnical and Environmental Sciences Consultants THIS AGREEMENT is made and entered into as of the _____ day of __________________, 2022 by and between the City of Brentwood, a municipal corporation of the State of California ("City"), and Ninyo & Moore Geotechnical and Environmental Sciences Consultants (“Ninyo & Moore”), an S Corporation ("Consultant") (each a “Party” and collectively, the “Parties”).

RECITALS
A. City requires the professional services of a consultant specifically trained and experienced in geotechnical/construction materials testing services, which are professional services outside of services offered by City.

B. Consultant has the professional skills and experience necessary to perform the services described in this Agreement.

C. Consultant customarily engages in these services as part of its independently established trade, occupation, and/or business, separately from its work for City.

D. City desires to engage Consultant to provide these services by reason of its qualifications and experience in performing such services
E. Consultant has submitted a proposal to City and has affirmed its willingness and ability to perform such work on the terms and manner set forth in this Agreement.

NOW, THEREFORE, in consideration of these recitals and the mutual covenants contained herein, the Parties agree as follows:

1. Scope of Work.

1.1 City retains Consultant, as an independent contractor, to perform, and Consultant agrees to render, those services (the "Services") that are described in the attached Exhibit "A," which is incorporated by this reference, pursuant to this Agreement’s terms and conditions.

1.2 Consultant will control the manner and the means of the work to be performed, and be responsible for the professional quality, technical accuracy and coordination of the Services. Consultant will, without additional compensation, correct or revise any errors or deficiencies in the Services.

1.3. Consultant will keep City informed on a regular basis that the Services are being performed in accordance with the requirement and intentions of this Agreement.

1.4 If applicable, Consultant has designated those persons listed in Exhibit “A” to provide the Services to the City. Consultant will not change or reassign those persons described in Exhibit “A” without prior written notice to City, and will not replace those individuals with individuals to whom City has a reasonable objection.

2. Standard of Performance. Consultant acknowledges that in entering into this Agreement the City is relying on Consultant's special skills and experience to do and perform the Services. While performing the Services, Consultant will exercise the reasonable professional care and skill customarily exercised by reputable members of Consultant's profession practicing in the Northern California area. The acceptance of the Services by City does not release Consultant from these obligations.

Consultant will be responsible for employing or engaging all persons necessary to perform the Services.

Consultant will control the manner and means of the services to be performed by its employees and subconsultants. All of Consultant's staff will be qualified by training and experience to perform their DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 450 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 2 PSA_City Attorney Approved Version 040821
assigned tasks. Consultant will give its personal attention to the fulfillment of the provisions of this Agreement by all of its employees and subcontractors, if any, and will keep the Services under its control.

On demand of City, if any employee or subcontractor of Consultant fails or refuses to carry out the provisions of this Agreement or appears to be incompetent or to act in a disorderly or improper manner, he or she will be discharged immediately from the Services.

3. Term. Unless earlier terminated, the term of this Agreement will be effective for a period of one year from the date first above written. The City Manager may amend the Agreement to extend it for two additional one-year periods or parts thereof in an amount not to exceed one hundred thousand dollars ($100,000) per Agreement year. Extensions will be based upon a satisfactory review of Consultant's performance, City needs, and appropriation of funds by the City Council. The parties will prepare a written amendment indicating the effective date and length of the extended Agreement.

4. Schedule. Consultant will generally adhere to the schedule set forth in Exhibit “A” provided, that City will grant reasonable extensions of time for the performance of the Services occasioned by unusually lengthy governmental reviews of Consultant’s work product or other unavoidable delays occasioned by unforeseen circumstances; provided, further, that such unavoidable delay will not include strikes, lockouts, work stoppages, or other labor disturbances conducted by, or on behalf of, Consultant’s officers or employees.

Consultant acknowledges the importance to City of City’s project schedule and agrees to put forth its best professional efforts to perform the Services in a manner consistent with that schedule. City understands, however, that Consultant’s performance must be governed by sound practices. Consultant will work such overtime or engage such personnel and equipment as necessary to maintain the schedule, without additional compensation.

5. Compensation.

5.1 The total fee payable for the Services to be performed during the term of this Agreement will be a not to exceed amount of one hundred thousand dollars ($100,000) as may be further specified in the attached Exhibit “A.” No other compensation for the Services will be allowed except for items covered by subsequent amendments to this Agreement. The City reserves the right to withhold a ten percent (10%) retention until City has accepted the Services.

5.2 Payment will occur only after receipt by City of invoices sufficiently detailed to include hours performed, hourly rates, and related activities and costs for approval by City.

5.3 Within thirty (30) days after receipt of any applicable progress payment request, City will verify the accuracy of the request, correct the charges where appropriate, and make payment to Consultant in an amount equal to the amount of such application, as verified or corrected by City. No payment made prior to completion and acceptance of the Services will constitute acceptance of any part of the Services.

City reserves the right to withhold payment from Consultant on account of Services not performed satisfactorily, delays in Consultant's performance of Services, or other defaults hereunder.

6. Status of Consultant. Consultant will perform the Services as an independent contractor, free from the control and direction of City, in pursuit of Consultant’s independent calling, and not as an employee of City. The persons used by Consultant to provide the Services under this Agreement will not be considered employees of City for any purposes whatsoever and City will not pay any tax, workers’ compensation insurance, retirement contributions or unemployment contributions on behalf of Consultant or its employees or subcontractors. Consultant agrees to indemnify and pay City within thirty (30) days for any tax, retirement contribution, social security, overtime payment, unemployment payment or workers’ compensation payment, including, but not limited to, those based on any provision of the Federal Affordable Care Act, which City may be required to make on behalf of Consultant or any agent, employee, or contractor of Consultant for work done under this Agreement. The payment made to Consultant pursuant to the Agreement will be the full and complete compensation to which Consultant is entitled. City will not make any federal or state tax withholdings on behalf of Consultant or its agents, employees or subcontractors.

DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 451 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 3 PSA_City Attorney Approved Version 040821
At the City’s election, City may deduct the amounts paid pursuant to this Section, from any balance owing to Consultant.

7. Subcontracting. Consultant's services are being requested by City because they are unique and personal. Except as may be specified in Exhibit “A”, Consultant will not subcontract any portion of the Services without prior written approval of City Manager or his/her designee. If Consultant subcontracts any of the Services, Consultant will be fully responsible to City for the acts, errors and omissions of Consultant's subcontractor and of the persons either directly or indirectly employed by the subcontractor, as Consultant is for the acts and omissions of persons directly employed by Consultant. Nothing contained in this Agreement will create any contractual relationship between any subcontractor of Consultant and City.

Consultant will be responsible for payment of subcontractors. Consultant will bind every subcontractor and every subcontractor of a subcontractor by the terms of this Agreement applicable to Consultant's work unless specifically noted to the contrary in the subcontract and approved in writing by City.

8. Other Consultants. The City reserves the right to employ other consultants in connection with the Services.

9. Indemnification. Consultant agrees to indemnify, including the cost to defend, City, its officers, agents, volunteers and employees from any and all claims, demands, costs or liability that arise out of, or pertain to, or relate to the negligence, recklessness, or willful misconduct of Consultant and its agents in the performance of services under this Agreement, 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 City or the agents, servants, or independent contractors who are directly responsible to City, or arising from the active negligence of City.

10. Insurance. Consultant will obtain and maintain, at its cost and expense, for the duration of the Agreement and any and all amendments, insurance against claims for injuries to persons or damage to property which may arise out of or in connection with performance of the Services by Consultant or Consultant’s agents, representatives, employees or subcontractors. The insurance will be obtained from an insurance carrier admitted and authorized to do business in the State of California. The insurance carrier is required to have a current Best's Key Rating of not less than "A:VII."

10.1 Coverages and Limits. Consultant will maintain the types of coverages and minimum limits indicated below, unless Risk Manager or City Manager, in consultation with the City Attorney approves a lower amount. These minimum amounts of coverage will not constitute any limitations or cap on Consultant's indemnification obligations under this Agreement. City, its officers, agents, volunteers and employees make no representation that the limits of the insurance specified to be carried by Consultant pursuant to this Agreement are adequate to protect Consultant. The coverage will contain no special limitations on the scope of its protection to the above-designated insureds except for Workers Compensation and errors and omissions insurance. Consultant will obtain occurrence coverage, excluding Professional Liability, which will be written as claims-made coverage. If Consultant believes that any required insurance coverage is inadequate, Consultant will obtain such additional insurance coverage, as Consultant deems adequate, at Consultant's sole expense.

10.1.1 Commercial General Liability Insurance. $2,000,000 combined single-limit per occurrence for bodily injury, personal injury and property damage. If the submitted policies contain aggregate limits, general aggregate limits will apply separately to the work under this Agreement or the general aggregate will be twice the required per occurrence limit.

10.1.2 Automobile Liability. $1,000,000 combined single-limit per accident for bodily injury and property damage.

10.1.3 Workers' Compensation and Employer's Liability. Workers' Compensation limits as required by the California Labor Code and Employer's Liability limits of $1,000,000 per accident for bodily injury. Workers' Compensation and Employer's Liability insurance will not be required if Consultant has no employees and provides, to City's satisfaction, a declaration stating this.

DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 452 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 4 PSA_City Attorney Approved Version 040821

10.1.4 Professional Liability. Errors and omissions liability appropriate to Consultant’s profession with limits of not less than $1,000,000 per claim.

10.2 Endorsements. For Commercial General Liability Insurance, Consultant will ensure that the policies are endorsed to name the City, its officers, agents, volunteers and employees as additional insureds. Prior to City's execution of this Agreement, Consultant will furnish, to the satisfaction of the City, certificates of insurance and endorsements.

10.3 Cancellation. Insurance will be in force during the life of the Agreement and any extensions of it and will not be canceled without thirty (30) days prior written notice to City sent pursuant to the notice provisions of this Agreement.

10.4 Failure to Maintain Coverage. If Consultant fails to maintain any of these insurance coverages, then City will have the option to declare Consultant in breach of this Agreement, or may purchase replacement insurance or pay the premiums that are due on existing policies in order to maintain the required coverages. Consultant is responsible for any payments made by City to obtain or maintain insurance and City may collect these payments from Consultant or deduct the amount paid from any sums due Consultant under this Agreement.

10.5 Submission of Insurance Policies. City reserves the right to require, at any time, complete and certified copies of any or all required insurance policies and endorsements.

10.6 Primary Coverage. For any claims related to the Services and this Agreement, the Consultant’s insurance coverage will be primary insurance with respect to City, its officers, agents, volunteers and employees. Any insurance or self-insurance maintained by City for itself, its officers, agents, volunteers and employees, will be in excess of Consultant’s insurance and not contributory with it.

10.7 Reduction in Coverage/Material Changes. Consultant will notify City in writing pursuant to the notice provisions of this Agreement thirty (30) days prior to any reduction in any of the insurance coverage required pursuant to this Agreement or any material changes to the respective insurance policies.

10.8 Waiver of Subrogation. The policies shall contain a waiver of subrogation for the benefit of City.

11. Business License. Consultant will obtain and maintain a City of Brentwood Business License for the term of the Agreement, as it may be amended from time-to-time.

12. Maintenance of Records. Consultant will maintain complete and accurate records with respect to costs incurred under this Agreement. All records will be clearly identifiable. Consultant will allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of records and any other documents created pursuant to this Agreement. Consultant will allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement.

13. Ownership of Documents.

13.1 All product produced by Consultant or its agents, employees, and subcontractors pursuant to this Agreement (the “Work Product”) is the property of City. In the event this Agreement is terminated, all Work Product produced by Consultant or its agents, employees and subcontractors pursuant to this Agreement will be delivered to City pursuant to the termination clause of this Agreement. Consultant will have the right to make one (1) copy of the Work Product for Consultant’s records.

13.2 The Work Product may be used by City and its agents, employees, representatives, and assigns, in whole or in part, or in modified form, for all purposes City may deem advisable, without further employment of or payment of any compensation to Consultant; provided, however, that if this Agreement DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 453 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 5 PSA_City Attorney Approved Version 040821
is terminated for any reason prior to completion of the Project and if under such circumstances City uses, or engages the services of and directs another consultant to use, the Work Product, City agrees to hold Consultant harmless from any and all liability, costs, and expenses relative to claims arising out of matters and/or events which occur subsequent to the termination of this Agreement as a result of causes other than the fault or negligence of Consultant, or anyone for whose acts it is responsible, in preparation of the Work Product. Consultant will not be responsible for deficiencies solely attributable to modifications of the Work Product performed by others, or that arise from use of the Documents in connection with a project or site other than that shown in the Work Product.

14. Copyrights. Consultant agrees that all copyrights that arise from the Services will be vested in City and Consultant relinquishes all claims to the copyrights in favor of City.

15. Confidentiality. All documents, reports, information, data, and exhibits prepared or assembled by Consultant in connection with the performance of the Services pursuant to the Agreement are confidential until released by the City to the public, and the Consultant will not make any of these documents or information available to any individual or organization not employed by the Consultant or the City without the written consent of the City before any such release.

16. Notices. Any notices relating to this Agreement shall be given in writing and shall be deemed sufficiently given and served for all purposes when delivered personally, by facsimile or by generally recognized overnight courier service, or five (5) days after deposit in the United States mail, certified or registered, return receipt requested, with postage prepaid, addressed as follows:

For City:

City of Brentwood
150 City Park Way
Brentwood, CA 94513
Phone No. (925) 516-5307
Attn: Jigar Shah
For Consultant:

Name: Ninyo & Moore
Title: Principal Engineer
Address: 2020 Challenger Drive, Suite 103
Alameda, CA 94501
Phone: (510) 343-3000
Attn: Peter Connolly
Either Party may change its address for purposes of this section by giving the other Party written notice of the new address in the manner set forth above.

17. Conflicts of Interest.

17.1 City will evaluate Consultant’s duties pursuant to this Agreement to determine whether disclosure under the Political Reform Act and City’s Conflict of Interest Code is required of Consultant or any of Consultant’s employees, agents, or subcontractors. Should it be determined that disclosure is required, Consultant or Consultant’s affected employees, agents, or subcontractors will complete and file with the City Clerk those schedules specified by City and contained in the Statement of Economic Interests Form 700.

17.2 Consultant understands that its professional responsibility is solely to City. Consultant warrants that it presently has no interest, present or contemplated, and will not acquire any direct or indirect interest, that would conflict with its performance of this Agreement. Consultant further warrants that neither Consultant, nor Consultant’s agents, employees, subcontractors and consultants have any ancillary real property, business interests or income that will be affected by this Agreement or, alternatively, that Consultant will file with the City an affidavit disclosing this interest. Consultant will not knowingly, and will take reasonable steps to ensure that it does not, employ a person having such an interest in the performance of this Agreement. If after employment of a person, Consultant discovers that it has employed a person with a direct or indirect interest that would conflict with its performance of this Agreement, Consultant will promptly disclose the relationship to the City and take such action as the City may direct to remedy the conflict.

DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 454 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 6 PSA_City Attorney Approved Version 040821

18. General Compliance with Laws. Consultant will keep fully informed of federal, state and local laws and ordinances and regulations which in any manner affect those employed by Consultant, or in any way affect the performance of the Services by Consultant. Consultant will at all times observe and comply with these laws, ordinances, and regulations and will be responsible for the compliance of the Services with all applicable laws, ordinances and regulations.

19. Pandemic Health Laws. Consultant’s duty to comply with Laws includes compliance by Consultant with all local, state, or federal Laws that have been or may be enacted in response to the COVID-19 pandemic (collectively, “Health Laws”), which include all of the County of Contra Costa Health Orders. Failure to fully comply with the Health Laws constitutes a material default, subject to all available remedies including suspension or termination.

20. Discrimination and Harassment Prohibited. Consultant will comply with all applicable local, state and federal laws and regulations prohibiting discrimination and harassment.

21. Termination. In the event of the Consultant's failure to prosecute, deliver, or perform the Services, City may terminate this Agreement for nonperformance by notifying Consultant in writing pursuant to the notice provisions of this Agreement. Consultant has five (5) business days to deliver any documents owned by City and all work in progress to City address contained in this Agreement. City will make a determination of fact based upon the work product delivered to City and of the percentage of work that Consultant has performed which is usable and of worth to City in having the Agreement completed. Based upon that finding City will determine the final payment of the Agreement. In the event City elects to terminate, City will have the right to immediate possession of all Work Product and work in progress prepared by Consultant, whether located at the project site, at Consultant's place of business, or at the offices of a subconsultant.

Either Party, upon tendering thirty (30) calendar days written notice to the other Party, may terminate this Agreement for convenience. In this event and upon request of City, Consultant will assemble the work product without charge and put it in order for proper filing and closing and deliver it to City. Consultant will be paid for work performed to the termination date; however, the total will not exceed the lump sum fee payable under this Agreement. City will make the final determination as to the portions of tasks completed and the compensation to be made.

22. Covenants Against Contingent Fees. Consultant warrants that Consultant has not employed or retained any company or person, other than a bona fide employee working for Consultant, to solicit or secure this Agreement, and that Consultant has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage, brokerage fee, gift, or any other consideration contingent upon, or resulting from, the award or making of this Agreement. For breach or violation of this warranty, City will have the right to terminate this Agreement for nonperformance, or, in its discretion, to deduct from the Agreement price or consideration, or otherwise recover, the full amount of the fee, commission, percentage, brokerage fees, gift, or contingent fee.

23. Claims And Lawsuits. By signing this Agreement, Consultant agrees that any Agreement claim submitted to City must be asserted as part of the Agreement process as set forth in this Agreement and not in anticipation of litigation or in conjunction with litigation. Consultant acknowledges that if a false claim is submitted to City by Consultant, it may be considered fraud and Consultant may be subject to criminal prosecution. Consultant acknowledges that California Government Code sections 12650 et seq., the False Claims Act, applies to this Agreement and, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of information. If City seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. Consultant acknowledges that the filing of a false claim may subject Consultant to an administrative debarment proceeding as the result of which Consultant may be prevented to act as a Consultant on any public work or improvement for a period of up to five (5) years. Consultant acknowledges debarment by another jurisdiction is grounds for City to terminate this Agreement.

DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 455 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 7 PSA_City Attorney Approved Version 040821

24. Jurisdiction, Venue and Governing Law. Any action at law or in equity brought by either of the Parties for the purpose of enforcing a right or rights provided for by this Agreement will be tried in a court of competent jurisdiction in the County of Contra Costa, State of California, and the Parties waive all provisions of law providing for a change of venue in these proceedings to any other county. This agreement will be governed by the laws of the State of California.

25. Testimony. Consultant will testify at City's request if litigation is brought against City in connection with Consultant's services under this agreement. Unless the action is brought by Consultant, or is based upon Consultant's actual or alleged negligence or other wrongdoing, City, upon prior written agreement with Consultant will compensate Consultant for time spent in preparation for testimony, testimony, and travel at Consultant's standard hourly rates at the time of actual testimony.

26. Successors and Assigns. It is mutually understood and agreed that this Agreement will be binding upon the Parties and their respective successors. Neither this Agreement nor any part of it nor any monies due or to become due under it may be assigned by Consultant without the prior written consent of City, which will not be unreasonably withheld.

27. Section Headings. Section headings as used in this Agreement are for convenience only and will not be deemed to be a part of such sections and will not be construed to change the meaning of the section.

28. Waivers. The waiver by either Party of any breach or violation of any term, covenant, or condition of this Agreement or of any applicable law will not be deemed to be a waiver of such term, covenant, condition or law or of any subsequent breach or violation of same or of any other term, covenant, condition or law. The acceptance by either Party of any fee or other payment which may become due under this Agreement will not be deemed to be a waiver of any preceding breach or violation by the other Party of any term, covenant, or condition of this Agreement or any applicable law.

29. Entire Agreement. This Agreement, together with any other written document referred to or contemplated by it embody the entire Agreement and understanding between the parties relating to the subject matter of it. The City Manager is authorized, in consultation with the City Attorney, to agree to nonmaterial amendments to this Agreement. Neither this Agreement nor any of its provisions may be amended, modified, waived or discharged except in a writing signed by both parties.

30. Authority. The individuals executing this Agreement and the instruments referenced in it on behalf of Consultant each represent and warrant that they have the legal power, right and actual authority to bind Consultant to the terms and conditions of this Agreement.

31. Severability. If any term, provision, condition or covenant of this Agreement or its application to any party or circumstances shall be held, to any extent, invalid or unenforceable, the remainder of this Agreement, or the application of the term, provision, condition or covenant to persons or circumstances other than those as to whom or which it is held invalid or unenforceable, shall not be affected, and shall be valid and enforceable to the fullest extent permitted by law.

DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 456 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 8 PSA_City Attorney Approved Version 040821

32. Signatures.

32.1 Counterparts. This Agreement may be executed in two or more counterparts, each of which together will be deemed an original, but all of which together will constitute the same instrument.

32.2 Digital/Electronic Signatures. Using a City-approved method, this Agreement may be executed through the use of digital or electronic signatures in accordance with Government Code Section

16.5. The presence of an electronic signature on this Agreement will be construed as the Parties’ consent to do business electronically.

CONSULTANT:
* By:

Printed Name: Avram Ninyo
Title: President
** By:

Printed Name: Elaine Autus
Title: Assistant Secretary
CITY:

By:

Tim Y. Ogden, City Manager
ATTEST:

By:

Margaret Wimberly, City Clerk
APPROVED AS TO FORM:

By:

Damien Brower, City Attorney
If required by City, proper notarial acknowledgment of execution by Consultant must be attached. If a Corporation, Agreement must be signed by one corporate officer from each of the following two groups. *Group A. **Group B.

Chairman, Secretary,
President, or Assistant Secretary,
Vice-President CFO or Assistant Treasurer
Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation.

If an LLC:
• The Agreement must be signed by a Managing Member or the LLC must attach a resolution empowering the signatory to bind the LLC.

If a partnership:
• The Agreement must be signed by the Managing Partner or the Partner authorized to execute agreements of this type. Additional documentation, such as the partnership agreement, confirming this signature authority may be required.

If a sole proprietorship:
• The Agreement must be signed by the owner.

DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 457 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 9 PSA_City Attorney Approved Version 040821
EXHIBIT “A”

SCOPE OF SERVICES
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 458 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call Ms. Renee Payette
City of Brentwood
Public Works Department
150 City Park Way
Brentwood, California 94513
Qualifications to Provide
Geotechnical/Construction Materials
Testing Services for Infrastructure Projects
(City or Developer Driven)
March 8, 2022
Proposal No. P02-01706
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 459 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 2020 Challenger Drive, Suite 103 | Alameda, CA 94501 | p. 510.343.3000 | www.ninyoandmoore.com A. Letter of Transmittal
March 8, 2022
Proposal No. P08SJO02-01706
Ms. Renee Payette
City of Brentwood
Public Works Department
150 City Park Way
Brentwood, California 94513
Subject: Qualifications for Geotechnical/Construction Materials Testing Services for Infrastructure Projects (City or Developer Driven)
Dear Ms. Payette:

Ninyo & Moore Geotechnical and Environmental Sciences Consultants (Ninyo & Moore) is pleased to submit our qualifications in response to your Request for Qualifications (RFQ) and the Clarifications No. 1 dated March 2, 2022, to provide Geotechnical/ Construction Materials Testing Services for Infrastructure Projects (City or Developer Driven) for the City of Brentwood (City). Ninyo & Moore is highly qualified to perform the requested services for the following reasons:

Project Experience: Ninyo & Moore has provided professional services for projects within the City of Brentwood. Specific projects include Kinder Morgan Brentwood Substation; Brentwood Sport Chalet Improvements; Brentwood Booster Pump Station; Mokelumne Trail Orwood Bridge Approaches; and City of Brentwood City Hall and Library Annex.

Project Team: Ninyo & Moore’s staff of over 500 professionals includes in-house resources to support this contract throughout its duration. Our team will be led by our Project Manager, Mr. Ransom Hennefer, a California-registered geotechnical and civil engineer who will be supported by our Principal-In-Charge, Mr. Peter Connolly, a California-registered geotechnical and civil engineer. Our team also includes local field technicians and special inspectors, whom are certified by the DSA, ICC, AWS, ASNT, and ACI.

Local Office: Ninyo & Moore’s services will be performed from our Alameda office located at 2020 Challenger Drive, Suite 103, Alameda, California 94501 with support from our other Northern California offices located at 2149 O’Toole Avenue, Suite 30, San Jose, California 95131, and 1401 Halyard Drive, Suite 110, W. Sacramento, California 95691.

Certified Local Laboratory: Ninyo & Moore’s local laboratory is fully equipped, in-house testing laboratory offers full-service field and laboratory testing services for soil and materials testing projects. Our testing facilities have been independently accredited by the State of California Department of General Services, AMRL/AASHTO, DSA, Caltrans, and U.S. Army Corps of Engineers.

Authorized Representative: Mr. Peter Connolly will be the primary point-of-contact and is an authorized representative of Ninyo & Moore with the authority to negotiate on behalf of the firm, and to commit the company to the terms of the contract that would ensue as a result of this submittal.

Mr. Peter Connolly, PE, GE, Principal Engineer Ninyo & Moore Geotechnical and Environmental Sciences Consultants 2020 Challenger Drive, Suite 103, Alameda, California 94501 p. 408.435.9000 ext. 15207 | [email protected] We appreciate this opportunity to submit our qualifications and we look forward to the opportunity of working with the City of Brentwood, if selected.

Sincerely,

NINYO & MOORE
Ransom Hennefer, PE, GE Peter C. Connolly, PE, GE Principal Engineer/Project Manager Principal Engineer RS/RH/PCC/cdb
Distribution: (1) One Hard Copy; (1) One Electronic Copy 1 DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 460 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 2 Qualifications
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 B. Subcontractors
Ninyo & Moore intends to utilize Penecore Drilling for drilling services.

Penecore Drilling was founded in 2009. Penecore is a Certified Disadvantaged Business Enterprise (DBE) and Certified Minority Business Entity (MBE) based in Woodland, California. Penecore Drilling offers hollow stem auger drilling services with our CME 85 drill rig. Penecore drilling capabilities include geotechnical sampling, environmental sampling, well installations, well abandonment, and continuous core samples. Penecore's DBE certification is included in Appendix A of the submittal. 2 Firm History: Ninyo & Moore is a MBE and was established in 1986 to provide geotechnical engineering, engineering geology, materials testing, special inspection, and environmental consulting services to clients in the governmental (federal, state, and local), commercial, and private sectors.

The company is privately owned by Mr. Avram Ninyo, PE, GE, who directly manages the corporation and is supported by an efficient structure of technical and business-line managers. Specific strengths of Ninyo & Moore, which we believe make us exceptionally well qualified to undertake the requested services, are detailed below.

Office Locations: Ninyo & Moore has 16 offices company-wide including San Jose, Alameda, San Francisco, Sacramento, San Diego, Irvine, Fontana, and Los Angeles, California; Las Vegas, Nevada; Phoenix, Tucson, and Prescott, Arizona; Denver and Fort Collins, Colorado; Houston, Texas; and Salt Lake City, Utah.

Business Contact: Mr. Peter Connolly, PE, GE, will be the primary pointof-contact and is an authorized representative of Ninyo & Moore with the authority to negotiate on behalf of the firm, and to commit the company to the terms of the contract upon award. Mr. Connolly can be reached at (510) 343-3000; [email protected]; 2020 Challenger Drive, Suite 103, Alameda, CA 94501.

Subconsultants: Ninyo & Moore will utilize Penecore Drilling for drilling services. Penacore contact information includes 220 N. East Street, Woodland, CA, 95776; and (530) 661-3600.

Staff Availability: Ninyo & Moore has over 500 staff to provide geotechnical engineering, materials testing, and special inspection services for upcoming projects. Ninyo & Moore confirms the proposed staff provided in this submittal will be available over the next year to provide professional services on future projects. We also understand the value and project team, continuity therefore, we take pride in the longevity of our staff.

Portion of Work: Ninyo & Moore will perform the majority of the required work. Our subconsultant will perform any needed drilling services.

Insurance: Our firm carries professional liability insurance with coverage limits of five million dollars and general liability insurance with coverage limits of two million dollars.

Health and Safety: It is the policy of Ninyo & Moore to provide a safe and healthful work environment for all of its employees through the prevention of occupational injuries and illnesses. In keeping with this policy, Ninyo & Moore maintains a Corporate Health and Safety Program (HSP) and Management System, which is integrated into every facet of project operation.

C. Submittal Approach

1. Firm Qualifications
35 years in
business
Established in 1986
500+
Professionals Company-wide
16 Offices
Company-wide
Penecore Drilling, DBE
California Department of Transportation
DBE - Disadvantaged Business Enterprise
Certification Number 44269
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 461 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 3 Qualifications
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 Organizational Chart
Provided below is an Organization Chart identifying Ninyo & Moore’s proposed team for this contract.

CONSTRUCTION SERVICES DISPATCHER
Alysia Hayes

LABORATORY MANAGER
Bryan Steinbrueck, ACI, ICC, NICET, Caltrans

LABORATORY TECHNICIANS
Nicholas Mahnke, ACI
Ryan King, Caltrans

PRINCIPAL-IN-CHARGE
Peter Connolly, PE, GE

PROJECT MANAGER/ENGINEER
Ransom Hennefer, PE, GE, ACI, ICC

PRINCIPAL ENGINEERING GEOLOGIST
David Seymour, PG, CEG 

GEOTECHNICAL STAFF
Lothus Hennefer, PE, ACI, ICC 
Chad Stellern, PG, ACI, ICC
Kenneth Celino, EIT
Shravya Anipindi, LEED
Tatiana Gospe

SPECIAL INSPECTORS / FIELD TECHNICIANS
Jalal Keramat, ACI, AWS-CWI, ICC, DSA 
Johnkin Eliyeh-Ordshahi, AWS-CWI, NDT 
Jonathan Urmeneta, ACI 
Joshua Muller, ACI 

SUBCONSULTANT
Penecore Drilling, DBE, MBE
Note: Resumes of key personnel included as Appendix B
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 462 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 4 Qualifications
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 Firm Laboratory Capabilities
Ninyo & Moore’s Soils and Materials Testing and Inspection Division is capable of performing a wide variety of geotechnical and materials inspection and testing services. Ninyo & Moore maintains fully equipped, in-house laboratories and offers full-service field and laboratory services for geotechnical, and materials testing projects. Ninyo & Moore laboratories are supervised by registered civil engineers, and meet the requirements of ASTM E329, ASTM C1077, ASTM D3740, and ASTM D3666. Ninyo & Moore's testing laboratories have been inspected and/or accredited by the Division of the State Architect (DSA), AASHTO, Caltrans, Caltrans, U.S. Army Corps of Engineers, and U.S. Department of Agriculture.

Transport of Laboratory Samples for Testing
Ninyo & Moore’s certified ACI, ICC, AWS, ASNT, and DSA staff will prepare and transport field samples for laboratory testing to our Alameda office located at 2149 O’Toole Avenue, Suite 30, San Jose, California 95131. Ninyo & Moore has successfully demonstrated transport and testing of field samples for a variety of projects located in Contra Costa County. Specific clients include Contra Costa County Public Works On-Call Geotechnical Services; City of Pittsburg Construction Material Testing and Geotechnical Services; Contra Costa Community College District Geotechnical Consulting Services; and City of El Cerrito OnCall Inspection and Testing Services.

For field and laboratory technicians and special inspectors, overtime rates at 1.5 times the regular rates will be charged for work performed in excess of 8 hours in one day Monday through Friday and all day on Saturday. Rates at twice the regular rates will be charged for all work in excess of 12 hours in one day, all day Sunday and on holidays.

Field technician and special inspection hours are charged at a 4-hour minimum, and 8-hour minimum for hours exceeding 4 hours.

Steel Testing
Soils and Asphalt Testing Universal Testing Machine Concrete Testing “Ninyo & Moore has assisted the City of Oakland with a wide variety of projects. They have kept budgets to a minimum and have delivered a quality product. They have also demonstrated the ability to be flexible with both budgets and personnel as projects evolve. They are attentive to the City’s needs and excellent at keeping lines of communication open before, during and after a project.” - Mark Gomez, City of Oakland
Supervisor, Environmental Protection & Compliance
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 463 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 5 Qualifications
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022

2. Project Team
Key Personnel/Role/
Years of Experience Education/Licenses/Certifications Project Experience Peter Connolly, PE, GE
Principal-In-Charge
24 years of experience
- M.E., Civil Engineering
- B.S., Civil Engineering
- PE 61547 (California)
- GE 2707 (California)
- City of South San Francisco, On-Call
Materials Testing and Geotechnical
Engineering Services Contract
- City of Oakland, On-Call
Geotechnical Consulting and
Materials Testing Services Contract
Ransom H. Hennefer, PE, GE
Project Manager/Engineer
10 years of experience
- M.S., Geotechnical Engineering
- B.S., Civil Engineering
- B.A., Business Management Economics
- PE 85603 (California)
- GE 3152 (California)
- City of Fremont, On-Call
Geotechnical Services Contract
- San Jose State University, Spartan
Recreation and Aquatic Center
David Seymour, PG, CEG
Principal Engineering Geologist
36 years of experience
- B.S., Geology
- PG 5086 (California)
- CEG 1574 (California)
- City of Fremont, Mill Creek and
Morrison Canyon
- City of Oakland, Chelton and Girvin
Drive Slope Improvements
Lothus M. Hennefer, PE, ACI, ICC
Geotechnical Staff
7 years of experience
- M.S., Civil Engineering
- B.S., Civil Engineering
- PE 92130 (California)
- ACI Concrete Field Testing Technician Grade I
- ICC Master of Special Inspection, #8880730
- City of San Ramon, City Center
Bishop Ranch
- City of Fremont, Central Park Fields
9 and 10
Kenneth Celino, EIT
Geotechnical Staff
4 years of experience
- B.S., Civil Engineering
- Engineer-In-Training, EIT #160546
- City of Fremont, Central Park Fields
9 and 10
- City of San Ramon, City Center
Bishop Ranch
Bryan Steinbrueck
ACI, ICC, NICET, Caltrans
Laboratory Manager
21 years of experience
- ACI Concrete Field Testing Technician, Grade I
- ICC Spray Applied Fire Proofing Special
Inspector
- NICET Level II Asphalt, Level II Soils
- Caltrans Concrete Test Methods
- Caltrans AASHTO Methods
- City of San Ramon, City Center
Bishop Ranch
- City of Fremont, Central Park Fields
9 and 10
Jalal Keramat

ACI, AWS, ICC, DSA
Special Inspector
15 years of experience
- ACI Aggregate, Concrete Field Testing,
Concrete Strength, Concrete Laboratory
Testing Technician
- AWS Certified Welding Inspector, #20024911
- DSA Masonry, Shotcrete Special Inspector
- ICC Master of Special Inspection, #8255109
- City of San Ramon, City Center
Bishop Ranch
- City of South San Francisco,
Civic Center Library, Parks and
Recreation, and Community Theater
Johnkin Eliyeh-Ordshahi

AWS-CWI, NDT
Special Inspector
13 years of experience
- AWS-CWI Certified Welding Inspector
- ASNT-TC-1A Level II Magnetic Particle
- ASNT-TC-1A Level II Ultrasonic Testing
- ASNT-TC-1A Level II Liquid Penetrant
- City of South San Francisco
Civic Center Library, Parks and
Recreation, and Community Theater
- Oakland International Airport, Rental
Car Facility Tenant Improvement
Jonathan Urmeneta, ACI
Field Technician
4 years of experience
- ACI Concrete Field Testing Technician, Grade I - City of Fremont, Large Group Picnic Area Project
- San Jose State University, Spartan
Recreation and Aquatic Center
Joshua Muller, ACI
Field/Laboratory Technician
4 years of experience
- ACI Concrete Field Testing Technician, Grade I - City of San Ramon, City Center Bishop Ranch
- City of South San Francisco, OBAG
2 Street Rehabilitation
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 464 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 6 Qualifications
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022

3. Project Experience
Ninyo & Moore performed geotechnical design, geotechnical observation, and materials testing services on the San Ramon City Center Bishop Ranch, which is 300,000 square foot commercial retail shopping center by Sunset Development Company. This project is the first phase of a 20-year effort to bring a downtown and community gathering place to the residents of San Ramon. Ninyo & Moore completed the geotechnical investigation for the site in 2016, which is located in a seismically active region within 0.6 km of the Calaveras Fault and the Pleasanton Fault. The Hayward Fault, capable of generating a stronger earthquake, is located about 7 km to the west of the site. Ninyo & Moore performed a site-specific ground motion hazard analysis to develop the Maximum Considered Earthquake Geometric Mean Peak Ground Acceleration. Subsurface exploration and laboratory testing identified expansive soils as a geotechnical design consideration. Static and dynamic settlement computations were made and found to be within design limits for shallow foundations. The impact of potential liquefaction and related hazards including loss of foundation bearing capacity, lateral spreading and sand-boil-induced ground subsidence were evaluated and found not to be design concerns for the site.

Geotechnical recommendations were made for the civil and structural designs of the project accordingly.

Ninyo & Moore was also retained during construction to provide geotechnical observation and soil compaction testing in the field. Our geotechnical staff engineers performed observation during excavation of soil, grading operation and foundation preparation to assure that the requirements listed in the design report have been implemented during construction. Our field technicians sampled soil and asphalt concrete from the job site and delivered to our laboratory for conformance testing including sieve analysis, Atterberg limit, sand equivalent and proctor and Hveem density tests. Based on the proctor results from the laboratory, our certified soils technicians performed compaction testing in the field to achieve required compactions per the approved project documents. Field reports including observation and findings, locations of tests taken on the map and density table with test results submitted to the project team on a daily basis. Our geotechnical engineering staff was also involved during construction to respond to RFIs and submittals from the contractor.

City of San Ramon
San Ramon City Center Bishop Ranch, San Ramon, California Client Reference Design
Budget
Construction
Budget
Schedule of
Completion Project Team
Sunset Development
2600 Camino Ramon, Suite 201
San Ramon, California 94583
Mr. Jerry Engen
Senior Vice President, Development
(925) 866-0100
[email protected]
$53,000 $425,000 12/2020 • Peter Connolly • Ransom Hennefer • David Seymour • Lothus Hennefer • Kenneth Celino • Jalal Keramat • Bryan Steinbrueck • Jonathan Urmeneta • Joshua Muller Spartan Recreation and Aquatic Center
City of San Ramon City Center Bishop Ranch City of Oakland Pavement Project City of Fremont Central Park Fields 9 & 10
City of South San Francisco Civic Center
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 465 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 7 Qualifications
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 Ninyo & Moore is currently retained by the City of Fremont for a 3-year On-Call Geotechnical Services contract which began in 2018 with 2 one-year extensions through June, 2023. As part of this ongoing contract, one of the projects we provided services for was performing a geotechnical evaluation for the Central Park Athletic Fields 9 and 10 Project to gather data regarding the subsurface soil and geologic conditions at the site, and provide recommendations for the design and construction of the new facility. Geotechnical design services included review of pertinent background data, performance of a geotechnical reconnaissance, subsurface evaluation, laboratory testing, and engineering analysis with regard to the proposed construction. Ninyo & Moore prepared a report presenting our geotechnical findings, conclusions, and recommendations for the project.

Ninyo & Moore also provided geotechnical earthwork observation, laboratory testing, and relative compaction field testing services during earthwork operations associated with the construction of athletic fields. Field services included drill pier observation, concrete placement inspection, sampling and testing, compaction testing of native and imported material and permeability testing of permeable base rock material. Laboratory testing services included compression testing of concrete cylinders, conformance tests of permeable base material and proctor density tests of soil. Ninyo & Moore has also provided On-Call Geotechnical and Materials Testing Services for these additional projects for the City. Our geotechnical engineering staff was also involved during construction to respond to RFIs and submittals from the contractor.

City of Fremont
Central Park Fields 9 and 10, Fremont, California
Client Reference Design
Budget
Construction
Budget
Schedule of
Completion Project Team
City of Fremont
39550 Liberty Street
Fremont, California 94537-5006
Mr. Mark Mennucci
Associate Landscape Architect
(510) 494-4700
[email protected]
$29,000 $2,000 7/2019 • Peter Connolly • Ransom Hennefer • David Seymour • Lothus Hennefer • Bryan Steinbrueck Ninyo & Moore has been awarded several multi-year contracts to provide on-call geotechnical engineering, materials testing and special inspection services to the City of Oakland. Projects included as part of the contracts were new East Oakland Sports Complex, ball field lighting, lake Merritt seawall, street repair and rehabilitation using full depth recycling (FDR) and traditional full depth asphalt methods, pavement failure analysis and pavement design, and various citywide concrete and asphalt work for curbs, gutters and sidewalks. Our services have included engineering analysis, geotechnical laboratory testing, materials testing for subgrade, asphalt and concrete, soil compaction testing, landslide monitoring, preparation of geotechnical reports, and construction observation and testing services. Our services during construction included inspections during reinforcing steel and concrete placement, structural steel masonry placement inspection, sampling and testing of masonry grout and mortar, structural steel inspection in the fabrication shop and in the field, post installed anchor placement inspection and load testing and fireproofing inspection. Our specialty services on several projects also included vibration monitoring during pile driving activities. Specific projects have included East Oakland Sports Complex; Melvin Road Slope Repair and PS&E; Castle Drive Slope Repair; Westmoreland Drive Slope Remediation; Emergency On-Call, Alvarado Road; Emergency On-Call, Westover Drive; Peralta Hacienda Historical Park; 601 Macarthur Boulevard and 620 Wesley Avenue, PS&E Services; Tunnel Road, Geotechnical Feasibility Study; Lincoln Square Park; and West Oakland Youth Center.

City of Oakland
On-Call Materials Testing and Special Inspection Services, Oakland, California Client Reference Design
Budget
Construction
Budget
Schedule of
Completion Project Team
City of Oakland
250 Frank H. Ogawa Plaza, Suite 3341
Oakland, California 94612
Mr. Calvin Hao
(510) 238-7395
[email protected]
$260,000 $141,000 1/2022 • Peter Connolly • Ransom Hennefer • David Seymour • Lothus Hennefer • Kenneth Celino • Jalal Keramat • Bryan Steinbrueck • Johnkin Eliyeh-Ordshahi • Jonathan Urmeneta • Joshua Muller DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 466 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 8 Qualifications
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 Ninyo & Moore was originally retained in 2016 by the City of South San Francisco (City) for their on-call Geotechnical Engineering and Materials Testing contract; and then recently renewed for a 3-year contract, with optional 2-year extension into 2025. As part of this ongoing contract, we performed a limited geotechnical evaluation for the proposed Pavement Rehabilitation Project along portions of Harbor Way, Littlefield Avenue, Grandview Drive, DNA Way, and Point San Bruno Boulevard. The proposed project rehabilitated the existing pavements by using the cold-in-place recycling (CIPR) method to replace the upper portion of the pavement section. The purpose of our geotechnical assessment was to evaluate the subsurface conditions along the proposed alignment and to provide our conclusions regarding the suitability of the CIPR method for rehabilitation of the subject pavements. Specific project included Police Operations And 911 Dispatch Center; Four Parks Playground Renovation; Community Civic Campus; Civic Center Library, Park And Recreation Site; Oyster Point UST Removal; Fire Station 64 Renovation; OBAG 2 Street Rehabilitation; Orange Memorial Park Water Capture Project; and Sunshine Gardens Safety and Connectivity Improvement.

City of South San Francisco
On-Call Geotechnical Engineering and Materials Testing Contract Client Reference Design
Budget
Construction
Budget
Schedule of
Completion Project Team
City of South San Francisco
315 Maple Avenue
South San Francisco, California 94080
Mr. Matthew Ruble
Senior Civil Engineer
(650) 829-6670
[email protected]
$172,000 $808,000 6/2023 • Peter Connolly • Ransom Hennefer • David Seymour • Lothus Hennefer • Kenneth Celino • Jalal Keramat • Bryan Steinbrueck • Johnkin Eliyeh-Ordshahi • Jonathan Urmeneta • Joshua Muller Ninyo & Moore has an on-call geotechnical engineering contract with San Jose State University (SJSU). Our first assignment was to provide a geotechnical investigation for the proposed replacement of the Spartan Recreation and Aquatic Center (SRAC). Opened in 2019, this new aquatic center provides recreation opportunities for SJSU students and offers training and a venue for competition events for the men’s and women’s water polo teams and the women’s swim team. The new structure houses an Olympic-size swimming pool that is expected to achieve LEED standards.

Ninyo & Moore's geotechnical design services included a subsurface exploration program consisting of hollow-stem auger borings and Cone Penetration Test soundings. We also reviewed background information; compiled the data from the subsurface exploration and performed laboratory testing on soil samples recovered. Geotechnical engineering analyses were performed for liquefaction potential, dynamic settlement, ground subsidence, lateral spread and expansive soils. The SRAC is located about 4 miles from the active Hayward Fault and there is a significant potential for strong ground motion in the event of an earthquake. Our geotechnical investigation revealed that the site is underlain by shallow groundwater and relatively soft alluvium. We concluded that liquefaction potential is likely within relatively thin layers of sandy deposits, but it is not considered to be a major design consideration due to the relative depth of the deposits. Our analyses further indicated dynamic settlement to be 2 inches. To reduce the potential differential foundation settlement, we provided recommendations for auger cast pile foundations and a mat foundation alternative. The auger cast piles, including continuous flight auger piles and drilled displacement piles, were provided to mitigate noise and vibration associated with conventional pile driving.

Ninyo & Moore's geotechnical observations and testing services included observation during installation of over 400 drilled displacement piles, observation during load testing of indicator piles, and field density testing during earthwork operations.

Other services included laboratory testing for compaction characteristics, preparation of daily reports of field observations documenting our observation and testing, and preparation and submittal of a final geotechnical observation and testing report.

San Jose State University
Spartan Recreation and Aquatic Center, San Jose, California Client Reference Design
Budget
Construction
Budget
Schedule of
Completion Project Team
San Jose State University
One Washington Square
San Jose, California 95192-0010
Mr. Mark Forsythe
Project Manager, Construction
(408) 924-7179
[email protected]
$63,700 $524,000 12/2023 • Peter Connolly • Ransom Hennefer • Lothus Hennefer • Kenneth Celino • Jalal Keramat • Bryan Steinbrueck • Jonathan Urmeneta • Joshua Muller DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 467 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 9 Qualifications
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022

4. Project Approach
Proposal Stage 1
Background Review 2
Permitting and Utility 3 Clearance
Subsurface Exploration 4
Final Report 8
Approach
Design Services
Slope Stability and 5 Protection
Approach - Geotechnical Engineering Services
The following is a generalized breakdown of the typical phases of a project along with a brief description of the services that may be included. The actual scope of work and work product will depend on the actual nature of the projects assigned. • Proposal Stage: Upon receipt of the Request for Proposal (RFP) from the Park District we will review the documents and prepare a proposal based on our understanding of the RFP, discussions with other consultants, and Park District personnel. The proposal will present an understanding of the project, a clearly defined scope of services, expected deliverables, schedule, and an estimated fee. • BackgroundReview:Pertinent existing background information, such as geotechnical reports, seismic hazard maps, regional fault maps, and geologic reports and maps, will be reviewed. The information collected during this phase is crucial to developing a preliminary understanding of the site conditions so that the most appropriate exploration program can be utilized.
• Permitting and Utility Clearance: If subsurface exploration is required for the project, corresponding permits will be obtained and existing underground utilities will be located so that there are no conflicts with the planned subsurface excavations.

Clearance of underground utilities would be conducted through Underground Service Alert and, if necessary, our geophysicists can conduct detailed surveys of the project site to locate utilities. If the exploratory excavations are going to be in the street, an encroachment permit or approved traffic control plan will need to be obtained from the Park District or relevant local jurisdiction. Excavations in environmentally sensitive areas would require additional permits.
• Subsurface Exploration: Subsurface explorations generally include the excavation, sampling, and logging of “small-diameter” borings or test pits by our registered geologists. Other means of subsurface exploration may include “large-diameter” (bucket-auger) borings, cone penetrometer testing (CPT), and engineering scale geophysical surveys such as seismic refraction, magnetic, electromagnetic, ground penetrating radar (GPR) and electrical resistivity surveys. Bulk samples and in-situ drive samples obtained during drilling will be transported to our laboratory for testing.

Logs of the exploratory excavations with a site plan showing their locations are provided as part of the final report.
• Slope Stability and Protection: Ninyo & Moore utilizes state-of-the-art computer programs to perform slope stability analyses for both planned and existing slopes.

Typically, these analyses are conducted based on laboratory tests performed on samples obtained from exploratory excavations, such as borings. If a slope is found to have an inadequate factor-of-safety (i.e. less than 1.5 for engineered slopes), Ninyo & Moore has designed stability fills and buttresses, usually with a subdrain, to improve the stability of the slope and its factor-of-safety.
• Laboratory Testing: For geotechnical design projects, typical laboratory tests include Atterberg limits, consolidation, direct shear, expansion index, in-situ moisture content and dry density, maximum density/optimum moisture, R-value, sieve analysis, and soil corrosivity which includes chloride and sulfate content and pH and minimum resistivity. For construction projects, typical laboratory tests include maximum density/ optimum moisture, sand equivalent, and strength tests for masonry, concrete, and steel. These tests are conducted in our full service, certified laboratory located in San Jose.
• Data Analysis and Calculations: Following the collection of preexisting applicable project information and the acquisition of new data, our highly qualified technical staff will review, compile and analyze the data so that the appropriate design and/or construction parameters can be formulated. Ninyo & Moore uses the most up to date engineering, seismic, and geophysical software as well as industry testing standards to facilitate the analysis.
• Reports: The presentation of our findings is crucial to adequately convey our geotechnical information to the client and other design professionals. Depending on the needs of the Park District, the presentation of our findings, conclusions, and recommendations will be submitted in written reports, and/or provided electronically.

Laboratory Testing 6
Data Analysis and 7 Calculations
Geotechnical Drilling
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 468 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 10 Qualifications
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 Project Kick-Off 1
2 Laboratory Testing 3 Services
Reports/ 4 Documentation
Closeout Documents 5
Approach
Construction Services
Approach - Construction Observation and Special Inspection Services Our soils and materials testing and inspection services may include the following, depending on the requirements of the task order assigned:
• Project Kick-off: Project coordination and client liaison, including scheduling of personnel to provide observation and materials testing services and meeting attendance. Review of readily available background materials pertaining to the site, including geotechnical reports, project plans, and specifications. Attendance at preconstruction and field meetings as requested by the client. • Field Observation, Inspection, Sampling, and Testing: On-site soil and materials testing and inspection during construction on an as-requested basis. Our inspection services will be performed in accordance with the applicable building codes and in accordance with the project approved documents. Specifically, our soils and materials testing and inspection services may include the following:
◦ Field observation and inspection during foundation construction, including observation of footing excavations, pier drilling, pile driving, as appropriate. ◦ Field observation, documentation and testing during the earthwork operations. Our services will include observation and field density testing of compacted fill, including embankment fill, structure and wall backfill, utility trench backfill, subgrade, aggregate subbase, and aggregate base materials.
◦ Field sampling and in-place density testing will be performed during asphalt pavement construction. Asphalt production plant inspection and sampling will be performed to evaluate conformance with project specifications. Laboratory testing of raw aggregate and completed mix samples will include sieve analysis, sand equivalent, percent asphalt, film stripping, and maximum density. ◦ Field sampling and testing of concrete structures and paving during construction.

Our field testing services will include sampling of concrete, and evaluating the temperature, penetration, air content, and unit weight. Concrete cylinders will be cast during concrete placement for structures and will be transported to our laboratory for compressive strength testing. Concrete beams will be cast during concrete paving and transported to our laboratory for flexural strength testing. Concrete batch plant inspection and sampling will be performed to obtain raw aggregate samples for acceptance testing and to evaluate the batch plant operation for conformance with project specifications. Laboratory testing of aggregate samples will include sieve analysis, sand equivalent, and cleanness value per the Construction Manual, Standard Specifications, and project Special Provisions. ◦ Field inspection of the construction materials, both at the fabrication plant and during erection at the site by our specialty inspectors. Our inspectors are certified by International Code Council (ICC), American Welding Society (AWS), American Concrete Institute (ACI) and other agencies. Inspections may include: reinforced concrete and shotcrete, such as foundations, cast-in-place concrete structures, and miscellaneous concrete construction; inspection during fabrication of pre-stressed and post-stressed concrete; deputy inspection services during drilled-in-anchors; structural masonry, such as retaining walls, sound walls, building and site walls; structural steel welding and bolting inspection at the fabrication plant and at the site; non-destructive testing (ultrasonic) of welds at the fabrication plant and at the site; load and/or torque testing of expansion and epoxy anchor bolts and dowels; and roofing and water-proofing inspection.
• Laboratory Testing Services: Laboratory testing on collected construction material samples in accordance with the appropriate California Test, AASHTO, and ASTM test methods and utilizing our certified laboratories. Laboratory testing may include maximum dry density and optimum moisture content of the soils to be placed as fill or backfill; and conformance testing (including sieve analyses, sand equivalent, R-value, cleanness value and durability tests) on the proposed aggregate subbase, aggregate base, asphalt concrete, and concrete pavement. Testing will be performed at frequencies required by the project specifications.
• Reports/Documentation: Preparation of daily reports and other memoranda to summarize the field operations and test results. Upload documentation to Dropbox. • Closeout Documents: Preparation of a final report summarizing the results of our field and laboratory test results, including final report on grading and certification of compliance.

Field Observation,
Inspection, Sampling,
and Testing
Materials Testing Concrete Sampling
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 469 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 11 Qualifications
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 Project Delivery
Project delivery is successfully achieved through: • Ninyo & Moore provides a 4-hour response time for projects in close proximity to our offices.
• Personnel can be available for weekend and/or around-the-clock efforts, as project needs dictate.
• Ninyo & Moore’s field engineers and geologists, field technicians, and special inspectors are available throughout the duration of their project assignment(s).
• Twenty-four-hours-a-day, seven-days-a-week, point-of-contact telephone, cell phone, and email information is provided to the designated City project manager/representative(s).

Cost Control
Project costs are tracked and controlled via a variety of resources including: • Ninyo & Moore utilizes Deltek Vision to track projects in real-time and provide our clients with daily, weekly, and/or monthly progress reports, as required.
• Ninyo & Moore utilizes Sharepoint and Dropbox to provide laboratory and field reports to our clients. Kordata, a cloud-based platform provides our clients and employees with 24-hour, 7 daysa-week secure on-site and remote access to project-related reports, laboratory data, and other information. Staff can review, approve, and send results immediately using dashboards, and reports can be emailed and/or placed in a document repository of the client’s preference.
• Ninyo & Moore’s utilization of these tools has allowed us to become completely digital, allowing for data retrieval any time / anywhere internet access is available. They are also accessible on a variety of devices including PC, laptop computer, and iOS and Android mobile phones/tablets.

Laboratory Capabilities
Ninyo & Moore geotechnical and materials testing laboratory services include: • Maintains a fully equipped and calibrated, local in-house laboratory that provides soil, concrete, masonry, asphalt, steel, fireproofing, and high strength bolt testing.
• Laboratory testing is overseen by a registered civil engineer, and meets the requirements of ASTM E329, ASTM C1077, ASTM D3740, and ASTM D3666.
• Our testing laboratories have been inspected and/or accredited by the AASHTO, AMRL, CCRL, ASTM, and U.S. Army Corps of Engineers.

Unique Capabilities
Personnel Available for Around-the-Clock Needs
Paperless Field Capabilities
Certified Materials Testing Laboratory
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 470 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 12 Qualifications
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022

5. Quality Of Work
Geotechnical evaluations typically begin with the preparation of a scope of work and fee estimate. Once approved, Ninyo & Moore will perform a site reconnaissance to mark our proposed exploration locations for utility clearance. Our subsurface exploration is specific for each project and involves borings and/or cone penetration tests (CPTs). Laboratory testing is performed in our in house laboratory and is typically completed within 1 or 2 weeks from the date that geotechnical borings are completed. Our geotechnical report is typically issued within 1 or 2 weeks of the completion of laboratory testing. Construction phases services can be provided with 24 hours’ notice. Laboratory testing during construction is typically completed within 72 hours of receipt of samples. Daily field reports will be transmitted to the City at the end of each day and summarized in weekly report packages. An example Geotechnical Report Table of Contents is provided for your review.

DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 471 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 13 Qualifications
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 472 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 14 Qualifications
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 D. Agreement Provisions
Ninyo & Moore understands that by submitting our proposal we would be entering into an agreement with the City, if awarded the contract. Ninyo & Moore confirms that we do not have any exceptions to the City’s Standard Agreement outlined in Attachment C.

E. Conflict of Interest
Ninyo & Moore does not have any conflicts of interest that prevents us from fulfilling our contractual obligations to the City.

DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 473 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call Attachment 1
Qualifications
Questionnaire
(Parts A and B)
Appendix A - Attachments
E. Project Efficiency and Timeliness
Appendix A - Attachments
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 474 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call A1
Appendix A - Attachments
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 Appendix A - Attachments
Attachment B Form - Special Inspection & Testing Agreement

SPECIAL INSPECTION &

TESTING AGREEMENT
Neighborhood
Services
Effective:

Revised: May 7, 2018
150 City Park Wy, Brentwood, CA 94513 (925) 516-5405 Voice (925) 516-5407 Fax

STRUCTURAL TESTS & INSPECTIONS SCHEDULE
REINFORCING STEEL:
__ Tensile & Bond
__ Inspection of Placement
__ Inspection of Welding
STRUCTURAL STEEL:
__ Sample & Test
__ Shop Indent. & Welding Inspection
__ Shop Ultrasonic Inspection
__ Shop Radiography
__ Field Welding Inspection
__ Field Bolting
__ Field Ultrasonic Inspection
__ Field Radiography
__ Metal Deck Welding Inspection
MASONRY:
__ Preliminary Acceptance Tests (masonry units, wall prisms) __ Subsequent Tests (mortar, grout, field wall prisms)
__ Inspection of Grouting
__ Inspection of Placement & Grouting
Conc ShotͲ
crete
Grout Mortar
Agg. Tests for Designs
Suitability of Agg.
Mix Designs
Test Panel
Batch Plant Insp.

Cement Grab Sample
Inspect Placing
Compression Tests
Cast Specimens
PickͲup Samples
Shrinkage Bars
Yield Check
Air Check
Dry Unit Weight
PILING, CAISSONS, CAPS, TIES:
__ Inspection of Reinforcing Placement
__ Inspection of Concrete Placement
__ Inspection of Concrete Batching
STRUCTURAL HARDWARE:
__ Holdown Installation
__ Tiedown System Installation
__ Epoxied Anchors & Bolts
INSULATING CONCRETE:
__ Sample & Tests
__ Unit Weights
FIREPROOFING:
__ Inspection of Placement
__ Density Tests
__ Thickness Tests
__ Inspect Batching
GEOTECHNICAL: (Inspections & Testing by Geotechnical Engineer) __ Fill Material Acceptance Tests
__ MoistureͲDensity Determination
__ Field Density/Compaction
__ Pier Drilling
__ Observation & Testing by Soils Engineer
UNDERPINNING:
__ Inspection of Steel Fabrication
__ Inspection of Reinforcing & Forms
__ Inspection of Concrete Placement
__ Inspection of Tiebacks
ROOFING & WATERPROOFING:
__ Inspection of Placement
__ Sample & Test
__ Basement Waterproofing
CONCRETE, GUNITE, GROUT & MORTAR:
PRECAST CONCRETE:
__ Reinforcement Tests
__ Inspection of Reinforcing Placement
__ Tendon Tests
__ Inspection of Tendon Placement
__ Inspection of Concrete Placement
__ Inspection of Concrete Batching
__ Inspection of Panel Attach & Inserts
__ Inspection of Panel Installation
__ Compression Tests
__ Inspection of Stressing/Transfer
STRUCTURAL WOOD:
__ Inspection of Fabrication
__ Inspection of Truss Joist Fab.
__ Sample & Test Components
__ Inspection of GluͲlam Fab.
__ Shearwall Construction & Nailing
OTHER TESTS OR INSPECTIONS:
____________________________________________________
____________________________________________________
____________________________________________________
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DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 475 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call A2
Appendix A - Attachments
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 Schedule of Fees
Schedule of Fees
Hourly Charges for Personnel
Professional Staff
Principal Engineer/Geologist/Environmental Scientist/Certified Industrial Hygienist............................................... $ 188 Senior Engineer/Geologist/Environmental Scientist................................................................................................. $ 178 Senior Project Engineer/Geologist/Environmental Scientist..................................................................................... $ 173 Project Engineer/Geologist/Environmental Scientist ................................................................................................$ 165 Senior Staff Engineer/Geologist/Environmental Scientist ........................................................................................ $ 150 Staff Engineer/Geologist/Environmental Scientist.................................................................................................... $ 134 GIS Analyst................................................................................................................................................................$ 123 Technical Illustrator/CAD Operator........................................................................................................................... $ 98 Field Staff
Certified Asbestos/Lead Technician ......................................................................................................................... $ 173 Field Operations Manager......................................................................................................................................... $ 119 Nondestructive Examination Technician (UT, MT, LP) ............................................................................................$ 114 Supervisory Technician............................................................................................................................................. $ 104 Special Inspector (Concrete, Masonry, Structural Steel, Welding, and Fireproofing).............................................. $ 104 Senior Technician...................................................................................................................................................... $ 103 Technician ................................................................................................................................................................. $ 98 Administrative Staff
Information Specialist................................................................................................................................................ $ 83 Geotechnical/Environmental/Laboratory Assistant....................................................................................................$ 81 Data Processor.......................................................................................................................................................... $ 71 Other Charges
Concrete Coring Equipment (includes technician)..................................................................................................$ 190/hr Anchor Load Test Equipment (includes technician)................................................................................................$ 190/hr GPR Equipment.......................................................................................................................................................$ 180/hr Inclinometer..............................................................................................................................................................$ 100/hr Hand Auger Equipment ...........................................................................................................................................$ 80/hr Rebar Locator (Pachometer)...................................................................................................................................$ 25/hr Vapor Emission Kit...................................................................................................................................................$ 65/kit Nuclear Density Gauge............................................................................................................................................$ 12/hr X-Ray Fluorescence ................................................................................................................................................$ 70/hr PID/FID.....................................................................................................................................................................$ 25/hr Air Sampling Pump ..................................................................................................................................................$ 10/hr Field Vehicle.............................................................................................................................................................$ 15/hr Expert Witness Testimony .......................................................................................................................................$ 450/hr Direct Expenses....................................................................................................................................................... Cost plus 15 % Special equipment charges will be provided upon request.

Notes
For field and laboratory technicians and special inspectors, overtime rates at 1.5 times the regular rates will be charged for work performed in excess of 8 hours in one day Monday through Friday and all day on Saturday. Rates at twice the regular rates will be charged for all work in excess of 12 hours in one day, all day Sunday and on holidays.

Field technician and special inspection hours are charged at a 4-hour minimum, and 8-hour minimum for hours exceeding 4 hours.

Invoices are payable upon receipt. A service charge of 1.5 percent per month may be charged on accounts not paid within 30 days.

Our rates will be adjusted in conjunction with the increase in the Prevailing Wage Determination during the life of the project, as applicable.

The terms and conditions are included in Ninyo & Moore’s Work Authorization and Agreement form.

DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 476 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call A3
Appendix A - Attachments
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 Schedule of Fees for Laboratory Testing

SOILS CONCRETE
Atterberg Limits, D 4318, CT 204 ............................................................. $ 170 Compression Tests, 6x12 Cylinder, C 39 ...................................................$ 35 California Bearing Ratio (CBR), D 1883................................................... $ 550 Concrete Mix Design Review, Job Spec.....................................................$ 300 Chloride and Sulfate Content, CT 417 & CT 422 .................................... $ 175 Concrete Mix Design, per Trial Batch, 6 cylinder, ACI...............................$ 850 Consolidation, D 2435, CT 219................................................................. $ 300 Concrete Cores, Compression (excludes sampling), C 42........................$ 120 Consolidation, Hydro-Collapse only, D 2435 ........................................... $ 150 Drying Shrinkage, C 157..............................................................................$ 400 Consolidation – Time Rate, D 2435, CT 219........................................... $ 200 Flexural Test, C 78 .......................................................................................$ 85 Direct Shear – Remolded, D 3080............................................................ $ 350 Flexural Test, C 293 .....................................................................................$ 85 Direct Shear – Undisturbed, D 3080......................................................... $ 300 Flexural Test, CT 523...................................................................................$ 95 Durability Index, CT 229............................................................................ $ 175 Gunite/Shotcrete, Panels, 3 cut cores per panel and test, ACI................$ 275 Expansion Index, D 4829, IBC 18-3 ......................................................... $ 190 Lightweight Concrete Fill, Compression, C 495 .........................................$ 80 Expansion Potential (Method A), D 4546................................................. $ 170 Petrographic Analysis, C 856.......................................................................$ 2,000 Geofabric Tensile and Elongation Test, D 4632...................................... $ 200 Restrained Expansion of Shrinkage Compensation...................................$ 450 Hydraulic Conductivity, D 5084................................................................. $ 350 Splitting Tensile Strength, C 496 .................................................................$ 100 Hydrometer Analysis, D 6913, CT 203..................................................... $ 220 3x6 Grout, (CLSM), C 39..............................................................................$ 55 Moisture, Ash, & Organic Matter of Peat/Organic Soils .......................... $ 120 2x2x2 Non-Shrink Grout, C 109..................................................................$ 55 Moisture Only, D 2216, CT 226 ................................................................ $ 35 Moisture and Density, D 2937................................................................... $ 45 ASPHALT Permeability, CH, D 2434, CT 220 ........................................................... $ 300 Air Voids, T 269 ............................................................................................$ 85 pH and Resistivity, CT 643........................................................................ $ 175 Asphalt Mix Design, Caltrans (incl. Aggregate Quality) .............................$ 4,500 Proctor Density D1557, D 698, CT 216, AASHTO T-180....................... $ 220 Asphalt Mix Design Review, Job Spec........................................................$ 180 Proctor Density with Rock Correction D 1557.......................................... $ 340 Dust Proportioning, CT LP-4........................................................................$ 85 R-value, D 2844, CT 301........................................................................... $ 375 Extraction, % Asphalt, including Gradation, D 2172, CT 382....................$ 250 Sand Equivalent, D 2419, CT 217............................................................ $ 125 Extraction, % Asphalt without Gradation, D 2172, CT 382........................$ 150 Sieve Analysis, D 6913, CT 202............................................................... $ 145 Film Stripping, CT 302..................................................................................$ 120 Sieve Analysis, 200 Wash, D 1140, CT 202............................................ $ 100 Hveem Stability and Unit Weight D 1560, T 246, CT 366..........................$ 225 Specific Gravity, D 854.............................................................................. $ 125 Marshall Stability, Flow and Unit Weight, T 245.........................................$ 240 Thermal Resistivity (ASTM 5334, IEEE 442)........................................... $ 925 Maximum Theoretical Unit Weight, D 2041, CT 309..................................$ 150 Triaxial Shear, C.D, D 4767, T 297........................................................... $ 550 Moisture Content, CT 370............................................................................$ 95 Triaxial Shear, C.U., w/pore pressure, D 4767, T 2297 per pt................ $ 450 Moisture Susceptibility and Tensile Stress Ratio, T 238, CT 371 .............$ 1,000 Triaxial Shear, C.U., w/o pore pressure, D 4767, T 2297 per pt........................$ 350 Slurry Wet Track Abrasion, D 3910.............................................................$ 150 Triaxial Shear, U.U., D 2850 ..................................................................... $ 250 Superpave, Asphalt Mix Verification (incl. Aggregate Quality) ..................$ 4,900 Unconfined Compression, D 2166, T 208................................................ $ 180 Superpave, Gyratory Unit Wt., T 312 ..........................................................$ 100 Superpave, Hamburg Wheel, 20,000 passes, T 324.................................$ 1,000 MASONRY Unit Weight sample or core, D 2726, CT 308.............................................$ 100 Brick Absorption, 24-hour submersion, 5-hr boiling, 7-day, C 67........... $ 70 Voids in Mineral Aggregate, (VMA) CT LP-2..............................................$ 90 Brick Compression Test, C 67 .................................................................. $ 55 Voids filled with Asphalt, (VFA) CT LP-3.....................................................$ 90 Brick Efflorescence, C 67.......................................................................... $ 55 Wax Density, D 1188...................................................................................$ 140 Brick Modulus of Rupture, C 67................................................................ $ 50 Brick Moisture as received, C 67.............................................................. $ 45 AGGREGATES Brick Saturation Coefficient, C 67............................................................. $ 60 Clay Lumps and Friable Particles, C 142....................................................$ 180 Concrete Block Compression Test, 8x8x16, C 140................................. $ 70 Cleanness Value, CT 227............................................................................$ 180 Concrete Block Conformance Package, C 90......................................... $ 500 Crushed Particles, CT 205...........................................................................$ 175 Concrete Block Linear Shrinkage, C 426................................................. $ 200 Durability, Coarse or Fine, CT 229..............................................................$ 205 Concrete Block Unit Weight and Absorption, C 140................................ $ 70 Fine Aggregate Angularity, ASTM C 1252, T 304, CT 234 .......................$ 180 Cores, Compression or Shear Bond, CA Code....................................... $ 70 Flat and Elongated Particle, D 4791............................................................$ 220 Masonry Grout, 3x3x6 prism compression, C 39 .................................... $ 45 Lightweight Particles, C 123.........................................................................$ 180 Masonry Mortar, 2x4 cylinder compression, C 109................................. $ 35 Los Angeles Abrasion, C 131 or C 535.......................................................$ 200 Masonry Prism, half size, compression, C 1019...................................... $ 120 Material Finer than No. 200 Sieve by Washing, C 117..............................$ 90 Masonry Prism, Full size, compression, C 1019...................................... $ 200 Organic Impurities, C 40...............................................................................$ 90 Potential Alkali Reactivity, Mortar Bar Method, Coarse, C 1260...............$ 1,250 REINFORCING AND STRUCTURAL STEEL Potential Alkali Reactivity, Mortar Bar Method, Fine, C 1260....................$ 950 Chemical Analysis, A 36, A 615................................................................ $ 135 Potential Reactivity of Aggregate (Chemical Method), C 289 ...................$ 475 Fireproofing Density Test, UBC 7-6.......................................................... $ 90 Sand Equivalent, T 176, CT 217..................................................................$ 125 Hardness Test, Rockwell, A 370............................................................... $ 80 Sieve Analysis, Coarse Aggregate, T 27, C 136........................................$ 120 High Strength Bolt, Nut & Washer Conformance, Sieve Analysis, Fine Aggregate (including wash), T 27, C 136.................$ 145 per assembly, A 325............................................................................. $ 150 Sodium Sulfate Soundness, C 88................................................................$ 450 Mechanically Spliced Reinforcing Tensile Test, ACI............................... $ 175 Specific Gravity and Absorption, Coarse, C 127, CT 206..........................$ 115 Pre-Stress Strand (7 wire), A 416............................................................. $ 170 Specific Gravity and Absorption, Fine, C 128, CT 207...............................$ 175 Reinforcing Tensile or Bend up to No. 11, A 615 & A 706..................... $ 75 Structural Steel Tensile Test: Up to 200,000 lbs., A 370......................... $ 90 ROOFING Welded Reinforcing Tensile Test: Up to No. 11 bars, ACI...................... $ 80 Roofing Tile Absorption, (set of 5), C 67 .....................................................$ 250 Roofing Tile Strength Test, (set of 5), C 67.................................................$ 250 Special preparation of standard test specimens will be charged at the technician’s hourly rate.

Ninyo & Moore is accredited to perform the AASHTO equivalent of many ASTM test procedures.

DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 477 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call A4
Appendix A - Attachments
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 Insurance Coverage

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Ninyo & Moore Geotechnical &
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DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 478 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call A5
Appendix A - Attachments
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 February 25, 2022
Mr. Peter Connolly
Ninyo & Moore
2020 Challenger Drive, Suite 103
Alameda, CA 94501
Subject: Letter of Commitment for Subconsultant Drilling Services for City of Brentwood
Geotechnical/Construction Materials Testing Services for Infrastructure Projects (City or Developer Driven)
Dear Mr. Connolly,
Penecore Drilling is pleased to join Ninyo & Moore in its proposal to provide Geotechnical/Construction Materials Testing Services for Infrastructure Projects (City or Developer Driven) project. We understand that, upon award of contract, Penecore Drilling, will provide drilling services.

Penecore Drilling is certified by Caltrans as a Disadvantaged Business Enterprise (DBE) and our certificate number is 44269.

We look forward to the opportunity to work with you on this project. Please feel free to contact me if you have any questions or need further information.

Sincerely,
Tuan Nguyen
220 N East Street * Woodland, CA 95776
(530) 661-3600 * www.penecore.com
DBE Subconsultant Letter of Commitment
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 479 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call A6
Appendix A - Attachments
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022

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DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 480 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call Appendix B - Resumes
E. Project Efficiency and Timeliness
Appendix B - Resumes
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 481 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call Appendix B - Resumes
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 Peter C. Connolly, PE, GE
Principal-In-Charge
Mr. Connolly has 24 years of experience managing and conducting geotechnical evaluations for governmental, commercial and airports, public facilities including parks, highways, railroads, pipelines, and bridges. He routinely performs slope stability analyses, flexible and rigid pavement and underground pipeline design, prepares and reviews geotechnical reports, develops geotechnical design parameters, and provides recommendations for shallow and deep foundations, retaining structures, in-situ ground remediation, and earthwork. In a Project Management role, he performs project administration and management, provides supervision of and technical support to staff-level engineers and geologists, and reviews laboratory results, project plans, and specifications.

EXPERIENCE
City of South San Francisco, On-Call Materials Testing and Geotechnical Engineering Services Contract, South San Francisco, California: Principal-In- Charge during On-Call Materials Testing and Geotechnical Engineering Services, and recently renewed for a 3-year contract, with optional 2-year extension into 2025.

Principal-In-Charge during geotechnical evaluation for the proposed Pavement Rehabilitation Project along portions of Harbor Way, Littlefield Avenue, Grandview Drive, DNA Way, and Point San Bruno Boulevard. Our scope of services for this phase of the project included review of pertinent background data, performance of a limited geotechnical reconnaissance, subsurface exploration, laboratory testing, and engineering analysis with regard to the proposed construction. We performed a site reconnaissance, a subsurface exploration, and laboratory testing of representative soil samples collected during our subsurface exploration.

City of Oakland, On-Call Geotechnical Consulting and Materials Testing Services Contract, Oakland, California: Principal-In-Charge during several multi- year contracts (2013-2020) to provide on-call geotechnical services to the City of Oakland. Projects included as part of the contract were pavement failure analysis and pavement design, geotechnical studies for buildings and retaining walls, landslide evaluations, evaluation of groundwater issues, and geotechnical analysis for pipeline trenches. Our services have included review of background information; geotechnical site reconnaissance, subsurface investigations, engineering analysis, geotechnical laboratory testing, landslide monitoring, preparation of geotechnical reports, and construction observation and testing services.

City of Fremont,On-CallGeotechnical Services Contract, Fremont,California:

Principal-In-Charge for City of Fremont for a 3-year on-call Geotechnical Services contract beginning in 2018 with 2 one-year extensions through June, 2023. Mr.

Connolly is a Principal Engineer/Project Manager on this contract, for which we perform geotechnical earthwork observation, laboratory testing, and relative compaction field testing services during earthwork operations. Field services include drill pier observation, concrete placement inspection, sampling and testing, compaction testing of native and imported material and permeability testing of permeable base rock material. Laboratory testing services include compression testing of concrete cylinders, conformance tests of permeable base material and proctor density tests of soil.

City of San Ramon City CenterBishop Ranch, San Ramon, California: Principal- In-Charge for the geotechnical investigation of a 300,000 square foot commercial retail shopping center being developed by Sunset Development Company. Services included performance of a site-specific ground motion hazard analysis to develop the Maximum Considered Earthquake Geometric Mean Peak Ground Acceleration.

Subsurface exploration and laboratory testing identified expansive soils as a geotechnical design consideration. Static and dynamic settlement computations were made and found to be within design limits for shallow foundations. The impact of potential liquefaction and related hazards including loss of foundation bearing capacity, lateral spreading and sand-boil-induced ground subsidence were evaluated and found not to be design concerns for the site. The project is under construction and Ninyo & Moore is providing construction observation, foundation inspection and soil testing.

EDUCATION
M.E., Civil Engineering, 1997,
University of California, Berkeley
B.S., Civil Engineering, 1995,
Rensselaer Polytechnic Institute,
Troy, New York

REGISTRATIONS/CERTIFICATIONS
PE 61547 (California)
GE 2707 (California)
Radiation (Nuclear Gauge) User Safety
Radiation (Nuclear Gauge) Safety Officer
OSHA 40-Hour Health & Safety Training
with Annual Updates

PROFESSIONAL AFFILIATIONS
American Society of Civil Engineers

YEARS OF EXPERIENCE
Total: 24 | Ninyo & Moore: 23
Appendix B - Resumes
B1
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 482 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call Appendix B - Resumes
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 B2 Mr. Hennefer has 10 years of experience and performs geotechnical investigations, laboratory testing, construction observation, field density testing, and preparation of geotechnical reports. He is also experienced in compaction testing, concrete sampling, subsurface exploration, field logging and soil classification, laboratory testing, and researching of geologic background data.

EXPERIENCE
City of Fremont, On-Call Geotechnical Services Contract, Fremont, California:

Project Engineer for the City of Fremont for this 3-year on-call Geotechnical Services contract beginning in 2018 with 2 one-year extensions through June, 2023.

Mr. Hennefer is a Senior Project Engineer on this contract, for which we perform geotechnical earthwork observation, laboratory testing, and relative compaction field testing services during earthwork operations associated with the construction of athletic fields. Field services include drill pier observation, concrete placement inspection, sampling and testing, compaction testing of native and imported material and permeability testing of permeable base rock material. Laboratory testing services include compression testing of concrete cylinders, conformance tests of permeable base material and proctor density tests of soil.

San Jose State University, Spartan Recreation and Aquatic Center, San Jose, California: Senior Project Engineer during the geotechnical investigation of the 75,000 square foot recreation and aquatic center. We analyzed data collected during our subsurface exploration and laboratory testing program to evaluate subsurface conditions and the potential for liquefaction and dynamic settlement. Recommendations were provided for auger cast piles including continuous flight auger piles and drilled displacement piles to mitigate the potential for foundation settlement due to the soft ground conditions encountered during the subsurface exploration and to address the vibration and noise concerns related to pile driving. Prepared a geotechnical report with our findings, conclusions, and recommendations.

City of Oakland, Charing Cross Road Slope Improvement, Oakland, California:

Project Engineer during geotechnical consulting and design services to assess the condition of the slope above an existing retaining wall near Charing Cross Road. Slope instability had occurred over time above an existing concrete modular unit retaining wall on the inboard side of Charing Cross Road. Services included performance of subsurface exploration using remote-access drilling equipment due to difficult site access conditions related to the steep slope and the existing retaining wall; laboratory testing to assess the geotechnical engineering characteristics of the subsurface soils and then performed engineering analysis to evaluate alternatives for the slope improvement design; and preparation of a report which included multiple repair options with estimated costs and construction considerations for each option.

City of South San Francisco, Community Civic Campus, South San Francisco, California: Project Manager during geotechnical evaluation for the Community Civic Campus project consisting of a new library and recreation facility, new police station, and new fire station over three blocks in South San Francisco. Services included a review of background information, geotechnical site reconnaissance, subsurface exploration with auger borings and cone penetration test (CPT) soundings, geotechnical laboratory testing, a geophysical survey utilizing MAM and MASW techniques to evaluate variations in shear wave velocity for seismic site classification, and field percolation testing for design of stormwater management systems. We provided recommendations for auger cast piles to mitigate liquefaction and dynamic settlement for the new police station, and on the new library, to avoid imparting new loads on the BART tunnel adjacent to the library without the noise and vibration from pile driving. Recommendations for remedial grading were provided to improve shallow loose soil for the new fire station.

EDUCATION
M.S., Geotechnical Engineering, 2012,
University of California, Berkeley
B.S., Civil Engineering, 2011,
University of California, Berkeley
B.A., Business Management Economics,
2009, University of California, Santa Cruz

REGISTRATIONS/CERTIFICATIONS
PE 85603 (California)
GE 3152 (California)
ACI Concrete Field Testing Technician
Grade I
ICC Master of Special Inspection,
#8887078
ICC Reinforced Concrete Special Inspector,
#8887078
ICC Spray-Applied Fireproofing
Special Inspector, #8887078
ICC Structural Masonry Special
Inspector, #8887078
ICC Structural Steel & Bolting
Special Inspector, #8887078
ICC Structural Welding Special
Inspector, #8887078
Radiation (Nuclear Gauge) User Safety
OSHA 40 Hour HAZWOPER Certification
“Supervisor Training” with Annual Updates

PROFESSIONAL AFFILIATIONS
American Society of Civil Engineers

YEARS OF EXPERIENCE
Total: 10 | Ninyo & Moore: 8
Ransom Hennefer, PE, GE
Project Manager/Engineer
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 483 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call B3
Appendix B - Resumes
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 Mr. Seymour has 36 years of experience, including geologic and geotechnical investigations for numerous public works projects, school projects, forensic and litigation cases, major highways and toll roads, dams, levees, bridges, landfills, pipelines, hospitals and landslide repairs. He manages geotechnical studies, performs geologic mapping and field investigations, mentors staff, and provides quality assurance and quality control services during construction projects. Mr.

Seymour’s responsibilities consist of technical direction to the staff of geologists and field personnel, and in-house Quality Assurance/Quality Control review of investigations and analyses on geologic and geotechnical projects.

EXPERIENCE
City of Fremont, Mill Creek and Morrison Canyon Slope Improvements, Fremont, California: Project Manager during engineering geologic evaluation of the numerous storm-induced landslides along Mill Creek and Morrison Canyon Roads for the City of Fremont. Both roadways cut across the foothills bounded by natural slopes that are prone to slope failure, especially during periods of heavy rain. The heavy rains of early 2017 caused numerous landslides along both roadways, which led to temporary road closures. Mr. Seymour managed the project and performed the geologic mapping of the landslides, which included earth and debris flows and rockfalls. Many of the larger failures occurred in Cretaceous age sedimentary rocks, while most of the rockfall events occurred in oversteepened slopes exposing Miocene age sandstones. Detailed geologic maps of the roadways were prepared that identified the numerous failure areas, along with offsite debris flow source areas and massive offsite landslides. The evaluation also included review of background information, and preparation of engineer cost estimates for selected repair options.

City of Oakland, Chelton and Girvin Drive Slope Improvements, Oakland, California: Principal Engineering Geologist during geotechnical consulting services to assess the condition of the slope between Chelton Drive and Girvin Drive. The original landslide occurred in the area in the late 1960’s. The landslide was mapped covering an area extending from Chelton Drive downslope to Girvin Drive. As result of this slope movement, homes located on the landslide were demolished and the City of Oakland repaired adjacent roadways and installed drainage galleries within and around the landslide limits. Services included review of background documents; performance of a geologic site reconnaissance to assess current site conditions and check for indications of slope movement and evaluated an appropriate scope for subsurface exploration and slope monitoring activities.

City of South San Francisco, Civic Center Library, Parks and Recreation, Community Theater and Council, South San Francisco, California: Principal Engineering Geologist during geotechnical observation, construction inspection and materials testing services for the Library, Parks and Recreation and Community Theater/Council Chamber Project. The project includes four key components including an 84,250 sq. ft. building, a 12,400 sq. ft. parking garage, surface parking and a 1.35 acre park. The three story library building and parking garage are supported on august cast piles with structural steel framing. The library building includes an automated book return, event spaces, teaching and catering kitchens, dance and exercise studios, classrooms for all ages, children, youth, and adult libraries, a discovery center including a maker space, community room and digital studio, administrative offices and the new City’s Council Chambers.

City of San Ramon, City Center Bishop Ranch, San Ramon, California: Principal Engineering Geologist during geotechnical design, geotechnical observation and materials testing services for the 300,000 square foot commercial retail shopping center being developed by Sunset Development Company. The project is in the first phase of a 20-year effort to bring a downtown and community gathering place to the residents of San Ramon. The shopping center is designed by the Italian architect, Renzo Piano, and is the first phase of a development that will eventually add a 10-screen movie theater. Services included performance of a site-specific ground motion hazard analysis to develop the Maximum Considered Earthquake Geometric Mean Peak Ground Acceleration; performance of a subsurface exploration; performance of laboratory testing; and preparation of report presenting geotechnical recommendations for the project. Ninyo & Moore also provided geotechnical observations and testing services.

EDUCATION
B.S., Geology, 1983,
San Diego State University

REGISTRATIONS/CERTIFICATIONS
PG 5086 (California)
CEG 1574 (California)

PROFESSIONAL

AFFILIATIONS
Association of Environmental and
Engineering Geologists (Past-Chair,
Southern Section, 2000)
Geological Society of America
South Coast Geological Society
(Past-President, 1996)

YEARS OF EXPERIENCE
Total: 36 | Ninyo & Moore: 6
David C. Seymour, PG, CEG
Principal Engineering Geologist
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 484 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call B4
Appendix B - Resumes
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022

EDUCATION
M.S., Civil Engineering, San Jose State
University, 2016
B.S., Civil Engineering, San Jose State
University, 2015

CERTIFICATIONS
PE #92130 (California)
ACI Concrete Field Testing
Technician Grade I
ICC Master of Special
Inspection #8880730
ICC Reinforced Concrete
Special Inspector #8880730
ICC Spray-Applied Fireproofing
Special Inspector #8880730
ICC Structural Masonry
Special Inspector #8880730
ICC Structural Steel & Bolting
Special Inspector #8880730
ICC Structural Welding
Special Inspector #8880730
Radiation (Nuclear Gauge)
User Safety #18166

YEARS OF EXPERIENCE
Total: 7 | Ninyo & Moore: 7
Lothus Hennefer, PE, ACI, ICC
Geotechnical Staff
Mr. Hennefer has 7 years of experience in a wide variety of construction projects performing materials testing, including concrete and reinforcing steel, and geotechnical observation and testing. His experience involves projects that have included airport runways, parking garages, data centers, large-scale commercial retail development, highway/roadway, hotels, infrastructure, school districts and wastewater treatment plants.

EXPERIENCE
City of Fremont Karl Nordvik Community Park, Fremont, California: Project Engineer during geotechnical observations and testing services for Karl Nordvik Community Park located in Fremont, California as part of our on-call geotechnical services for the City of Fremont. The project consisted of installation of synthetic turf for the sports field, drilled pier foundations for the sports lightning and concrete paving. Our services included (1) observation of drilled shaft installation and concrete placement, (2) field density testing during placement and compaction of the subgrade for the sports field, (3) laboratory testing for compaction characteristics, (4) preparation of daily reports of field observations documenting our observation and testing, and (5) preparation and submittal of a final geotechnical observation and testing report.

City of San Ramon, City Center Bishop Ranch, San Ramon, California:

Project Manager during the construction observation, foundation inspection and soil testing services for the 300,000 square foot commercial retail shopping center being developed by Sunset Development Company. Ninyo & Moore completed the geotechnical investigation for the site in 2016, which is located in a seismically active region within 0.6 km from the Calaveras Fault and the Pleasanton Fault. A sitespecific ground motion hazard analysis was also performed to develop the Maximum Considered Earthquake Geometric Mean Peak Ground Acceleration. Subsurface exploration and laboratory testing identified expansive soils as a geotechnical design consideration.

City of Fremont, Central Park Fields 9 and 10, Fremont, California: Project Engineer during geotechnical earthwork observation, laboratory testing, and relative compaction field testing services for the Central Park Fields 9 and 10 project. The project consisted of improvements to the athletic fields. Services included drill pier observation; concrete placement inspection; sampling and testing; and compaction testing of native and imported material and permeability testing of permeable base rock material. Laboratory testing services included compression testing of concrete cylinders; conformance tests of permeable base material ;and proctor density tests of soil.

City of Oakland, Lake Merritt Seawall, Oakland, California: Project Engineer during geotechnical design and construction services for the Lake Merritt Sea Wall Project located at 568 Bellevue Avenue in Oakland, California. The project included a new sheet pile wall and new paving for a parking lot along north side of Lake Merritt. The proposed construction included demolition of the existing asphalt and concrete flatwork, and construction of a new driven steel sheet pile wall, new pavement, concrete decking, boat launch ramp, and boat hoists. Our construction services included vibration monitoring during pile driving activities, compaction testing, laboratory testing, project coordination and scheduling of field activities.

San Jose State University, Spartan Recreation and Aquatic Center, San Jose, California: Senior Project Manager during geotechnical observations and testing services for the Spartan Recreation and Aquatic Center. Services included observation during installation of over 400 drilled displacement piles; observation during load testing of indicator piles; and field density testing during earthwork operations. Other services included laboratory testing for compaction characteristics; preparation of daily reports of field observations documenting our observation and testing; and preparation and submittal of a final geotechnical observation and testing report.

DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 485 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call B5
Appendix B - Resumes
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022

EDUCATION
B.S., Civil Engineering,
San Jose State University, 2016

REGISTRATIONS/CERTIFICATIONS
Engineer-In-Training, EIT #160546
(California)

YEARS OF EXPERIENCE
Total: 4 | Ninyo & Moore: 4
Kenneth Celino, EIT
Geotechnical Staff
Mr. Celino has 4 years of experience. His responsibilities include geotechnical investigations, laboratory testing, construction observation, field density testing, and preparation of geotechnical reports. He is also responsible for subsurface exploration, field logging and soil classification, laboratory testing, and researching of background data.

EXPERIENCE
City of San Ramon, City Center Bishop Ranch, San Ramon, California: Senior Staff Engineer during construction observation, foundation inspection and soil testing services for the 300,000 square foot commercial retail shopping center. Services included a geotechnical investigation for the site, which is located in a seismically active region within 0.6 km from the Calaveras Fault and the Pleasanton Fault. A sitespecific ground motion hazard analysis was also performed to develop the Maximum Considered Earthquake Geometric Mean Peak Ground Acceleration. Subsurface exploration and laboratory testing identified expansive soils as a geotechnical design consideration.

City of Fremont, Central Park Large Group Picnic Area, Fremont, California:

Staff Engineer during geotechnical evaluation for the City of Fremont’s new large group picnic area in Central Park. Project included a new main restroom and concessions building, bocce ball and volleyball courts, outdoor seating, shade structures, picnic areas, playground structure, sidewalks, hardscape, landscaping, and other miscellaneous improvements.

San Jose State University, Spartan Recreation and Aquatic Center, San Jose, California: Staff Engineer during the geotechnical investigation of the 75,000 square foot recreation and aquatic center. We analyzed data collected during our subsurface exploration and laboratory testing program to evaluate subsurface conditions and the potential for liquefaction and dynamic settlement. Recommendations were provided for auger cast piles including continuous flight auger piles and drilled displacement piles to mitigate the potential for foundation settlement due to the soft ground conditions encountered during the subsurface exploration and to address the vibration and noise concerns related to pile driving. Prepared a geotechnical report with our findings, conclusions, and recommendations.

Contra Costa County, New Administration Building, Martinez, California: Staff Engineer for a geotechnical evaluation during the design and construction of the new administration building for Contra Costa County. The project consists of a new four-story building with a footprint area of approximately 70,500 square feet to provide administrative offices for the county, city council chambers, a conference center and support areas. During the design phase of the project, Ninyo & Moore performed a geotechnical evaluation with subsurface exploration consisting of mud rotary wash borings to evaluate the subsurface conditions. Laboratory testing was performed on soil samples collected from the borings to evaluate in-situ moisture and density, Atterberg limits, fines content, consolidation characteristics, unconfined compressive strength, R-value, and soil corrosivity.

Port of Oakland, Cool Port Project, Oakland, California: Staff Engineer during design of an intermodal truck and rail facility with a 280,000 square foot cold storage warehouse. Ninyo & Moore compiled and analyzed data collected during our subsurface exploration and laboratory testing program to evaluate subsurface conditions, settlement due to placement of a dock-high fill over soft bay mud, and the potential for liquefaction and dynamic settlement. Provided recommendations for driven pile foundations and alternative recommendations for shallow foundations with ground improvement by pre-loading under a surcharge embankment with wick drain and stone column reinforcement to mitigate liquefaction and settlement due to fill placement. Prepared a geotechnical report with our findings, conclusions, and recommendations.

DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 486 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call B6
Appendix B - Resumes
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022

EDUCATION
A.S., Computer Systems Networking
and Telecommunications, 2004,
Brooks College, Sunnyvale, California
A.A., Liberal Arts and Sciences/Liberal
Studies, 2000, De Anza College,
Cupertino, California

CERTIFICATIONS
ACI Concrete Strength Testing Technician,
#01047844
ICC Spray-Applied Fireproofing Special
Inspector, #8408634
NICET Construction Materials
Testing – Asphalt (Level II)
NICET Construction Materials
Testing – Concrete (Level II)
NICET Construction Materials
Testing – Soils (Level II)
Caltrans Concrete Test Methods
(CT: 105, 125 AGG, 201, 202, 205,
216, 217, 226, 227, 229, 521)
Caltrans AASHTO Test Methods
(T: 166, 209, 269, 275, 308)
Radiation (Nuclear Gauge) User Safety
Radiation (Nuclear Gauge) Safety Officer

YEARS OF EXPERIENCE
Total: 21 | Ninyo & Moore: 5
Bryan Steinbrueck,ACI, ICC, NICET, Caltrans
Laboratory Manager
Mr. Steinbrueck has 21 years of construction laboratory testing and materials testing experience and has held multiple AASHTO, CCRL, NICET, ACI laboratory certifications for over 10 years. With his many years of hands-on materials testing, he has the knowledge to efficiently and accurately complete the laboratory testing, as well as soil and aggregates testing. Projects he has provided services for, include K-12 schools, community colleges, public agencies, transportation, commercial developers and residential. He has excellent time management skills and is highly proficient in performing laboratory testing per ASTM, Caltrans, AASHTO and CBC test methods. He has a positive attitude and is able to communicate well with all levels of management.

EXPERIENCE
City of San Ramon, City Center Bishop Ranch, San Ramon, California:

Laboratory Manager during the construction observation, foundation inspection and soil testing services for the 300,000 square foot commercial retail shopping center being developed by Sunset Development Company. Ninyo & Moore completed the geotechnical investigation for the site in 2016, which is located in a seismically active region within 0.6 km from the Calaveras Fault and the Pleasanton Fault. A sitespecific ground motion hazard analysis was also performed to develop the Maximum Considered Earthquake Geometric Mean Peak Ground Acceleration. Subsurface exploration and laboratory testing identified expansive soils as a geotechnical design consideration.

City of Fremont, Central Park Fields 9 and 10, Fremont, California: Laboratory Manager during geotechnical earthwork observation, laboratory testing, and relative compaction field testing services during earthwork operations associated with the construction of athletic fields. Field services included drill pier observation, concrete placement inspection, sampling and testing, compaction testing of native and imported material and permeability testing of permeable base rock material.

Laboratory testing services included compression testing of concrete cylinders, conformance tests of permeable base material and proctor density tests of soil.

San Jose State University, Spartan Recreation and Aquatic Center, San Jose, California: Laboratory Manager for the construction of the 75,000 square foot recreation and aquatic center. Responsibilities include laboratory testing coordination with project manager and providing test results for proctor density tests, Atterberg limits, sieve analysis and expansion index for soil, aggregate testing and compression testing of concrete cylinders and distributing results to the project team.

City of South San Francisco, OBAG 2 Street Rehabilitation, Materials Testing Services, South San Francisco, California: Laboratory Manager during construction materials testing services for the Federally-aided OBAG 2 Street Rehabilitation project. This project included rehabilitation of Hickey Boulevard, San Felipe Avenue, Camaritas Avenue, Alida Way and Spruce Avenue. Repair and rehabilitation work consisted of milling and grading existing pavement, base repair, paving with hot mix asphalt (HMA), and underground utility work along with curb, sidewalk, gutters, driveway and roadway paving. Services included laboratory testing for Proctor Density Test, Sieve Analysis, Sand Equivalent, Durability Index, R-Value., Cleanness Value, Theoretical Maximum Specific Gravity and Density (Rice), Asphalt Binder Content, HMA Moisture Content and Stabilometer Value using Caltrans test methods.

City of Oakland, Broadway Transit and Pedestrian Safety Improvement Project, Oakland, California: Laboratory Manager during construction materials testing services for the Street Rehabilitation project in the City of Oakland, California. This project includes rehabilitation of Broadway Street between 11th and 15th Streets and between 17th and 20th Streets and also involves microsurfacing on Broadway Street between 15th and 17th Streets. Services included laboratory testing for Proctor Density Test, Sieve Analysis, Sand Equivalent, Durability Index, R-Value, Cleanness Value, Theoretical Maximum Specific Gravity and Density (Rice), Asphalt Binder Content, HMA Moisture Content and Stabilometer Value using Caltrans test methods.

DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 487 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call B7
Appendix B - Resumes
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 Jalal Keramat, ACI, AWS-CWI, ICC, DSA
Special Inspector
Mr. Keramat has 23 years of experience and works closely with our field technicians and special inspectors to provide reinforcing steel and concrete placement inspections, prestressed concrete placement inspections, structural steel bolting inspection and also perform earthwork observation, materials sampling, and field density testing for construction projects.

EXPERIENCE
City of San Ramon, City Center Bishop Ranch, San Ramon, California: Special Inspector during the construction observation, foundation inspection and soil testing services for the 300,000 square foot commercial retail shopping center being developed by Sunset Development Company. The project is in the first phase of a 20-year effort to bring a downtown and community gathering place to the residents of San Ramon. The shopping center is designed by the Italian architect, Renzo Piano, and is the first phase of a development that will eventually add a 10-screen movie theater.

City of South San Francisco, Civic Center Library, Parks and Recreation, and Community Theater, South San Francisco, California: Special Inspector during geotechnical observation, materials testing and inspection services for the Library, Parks and Recreation and Community Theater/Council Chamber project. The project included an 84,250 sq. ft. building, a 12,400 square-foot parking garage, surface parking and a 1.35 acre park. Services included inspection and testing during grading operation, foundation observation, soil compaction, reinforcing steel, structural concrete and shotcrete placement, structural steel welding, post installed and seismic anchors including pull and torque testing, high strength bolting, structural masonry inspection.

Oakland Airport Rental Car Facility Tenant Improvement, Oakland, California:

Special Inspector during materials testing and special inspection services for the Oakland International Airport Rental Car Facility Tenant Improvement project.

Special inspection services included inspection during epoxy dowels and/or postinstalled anchor installation; pull and torque testing of epoxy dowels and/or postinstalled anchors; review of welding procedures and welder's certifications submitted by the contractor prior to starting shop and field welding inspection; structural steel welding inspection in the shop and field; inspection during high strength bolts installation; and conformance testing of high strength bolts, nuts, and washers in laboratory.

Town of Los Gatos, Almond Grove Street Reconstruction Project Phase 2, Los Gatos, California: Special Inspector during materials testing and inspection services for project which included improvements consisting of increased disability access, new sidewalks, driveways and concrete paved roadways on 10 residential streets. Our services included trench backfill placement observation, moisture content testing of aggregate base, and compaction testing of trench backfill.

SM Highway 101 Express Lanes Project, Foster City, California: Special inspector during special inspection, sampling and testing services in support of the SM 101 Express Lanes Project, converting carpool lanes into express lanes, as well as relocation of sound-walls along the corridor. Special inspection services consisted of structural masonry inspection, sampling and testing of grout, CMU prism and inspection of steel reinforcing. Material testing for the project consisted of inspection and sampling of concrete places at new sound-walls consisting of drilled piers, pile caps, and walls. After project completion, Ninyo & Moore prepared the final report presenting the result on our field and laboratory testing services.

San Jose State University, Spartan Recreation and Aquatic Center, San Jose, California: Special Inspector during geotechnical observations and testing services during the construction of the Spartan Recreation and Aquatic Center. Services included observation during installation of over 400 drilled displacement piles, observation during load testing of indicator piles, and field density testing during earthwork operations. Other services included laboratory testing for compaction characteristics, preparation of daily reports of field observations documenting our observation and testing, and preparation and submittal of a final geotechnical observation and testing report.

EDUCATION
B.S., Civil Engineering, 2004,
Azad University, Ghaemshahr, Iran

REGISTRATIONS/CERTIFICATIONS
Engineer-In-Training, EIT #152132
ACI Concrete Field Testing Technician
Grade I
ACI Concrete Strength Testing Technician
ACI Aggregate Testing Technician
Level I
ACI Concrete Laboratory Testing
Technician Level I
AWS Certified Welding Inspector (CWI)
#20024911
ICC Master of Special Inspection,
#8255109
ICC Prestressed Concrete Special
Inspector, #8255109
ICC Reinforced Concrete Special
Inspector, #8255109
ICC Spray-Applied Fireproofing
Special Inspector, #8255109
ICC Structural Masonry Special
Inspector, #8255109
ICC Structural Steel & Bolting
Special Inspector, #8255109
ICC Structural Welding Special
Inspector, #8255109
DSA Masonry Special Inspector, #6074
DSA Shotcrete Special Inspector, #6055
Radiation (Nuclear Gauge) User Safety
OSHA 10 Hour Certification Hazard
Recognition Training

YEARS OF EXPERIENCE
Total: 23 | Ninyo & Moore: 4
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 488 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call B8
Appendix B - Resumes
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 Johnkin Eliyeh-Ordshahi, AWS-CWI
Special Inspector

EDUCATION
B.S., Materials Engineering–Metallurgy,
2008, Tehran, Iran

REGISTRATIONS/CERTIFICATIONS
AWS Certified Welding Inspector (CWI)
#18010821
ASNT Magnetic Particle Testing Level II
ASNT Ultrasonic Testing Level II
ASNT Liquid Penetrant Testing Level II

YEARS OF EXPERIENCE
Total: 13 | Ninyo & Moore: 3
Mr. Eliyeh-Ordshahi has 13 years of experience performing on a multitude of projects.

He holds an AWS certification and performs inspections of the project elements including concrete, steel, high-strength bolts, masonry, shotcrete, fireproofing, and welding both in the fabrication shop and at the site. His project experience includes schools, universities, airports, municipal structures, bridges, roadways, pipelines, pump stations and commercial and retail buildings.

EXPERIENCE
City of South San Francisco Civic Center Library, Parks and Recreation, and Community Theater, South San Francisco, California: Special Inspector during geotechnical observation, construction inspection and materials testing services for the Library, Parks and Recreation and Community Theater/Council Chamber Project.

The project includes four key components including an 84,250 square-foot building, a 12,400 square-foot parking garage, surface parking and a 1.35 acre park. Services included welding inspections and non-destructive testing at two different fabrication shops in Utah; structural steel welding, post installed and seismic anchors including pull and torque testing; and high strength bolting inspection.

City of Santa Clara, Westside Retention Basin Pump Replacement, Santa Clara, California: Special Inspector during materials testing and special inspection services for the Westside Retention Basin Pump Replacement project. The project consisted of the removal and disposal of three existing large axial flow pumps and two existing mixed flow pumps and associated motors, appurtenances, and steel supports, and installing three (3) new large axial flow pumps and two mixed flow pumps and associated motors, appurtenances, and steel supports. Services included non-shrink grout placement inspection and sampling; laboratory compressive strength testing of non-shrink grout; inspection of epoxy anchor installation; torque testing of rods and bolts; shop material identification; welding inspection; and field bolting inspection.

Oakland International Airport, Rental Car Facility Tenant Improvement, Oakland, California: Special Inspector during materials testing and special inspection services for the Oakland International Airport Rental Car Facility Tenant Improvement project in Oakland, California. The purpose of our services was to provide field and laboratory data information in order to assess compliance with the project plans and specifications. Special inspection services included inspection during epoxy dowels and/or post-installed anchor installation; pull and torque testing of epoxy dowels and/ or post-installed anchors; review of welding procedures and welder’s certifications submitted by the contractor prior to starting shop and field welding inspection; structural steel welding inspection in the shop and field; inspection during high strength bolts installation; and conformance testing of high strength bolts, nuts, and washers in laboratory.

East Bay Regional Park District, Lake Anza Spillway Gate Replacement, Orinda, California: Special Inspector during special inspection for the Lake Anza Spillway Gate Replacement project located Contra Costa County, California. The project consisted of installing a new spillway gate with aluminum member. Our services included special inspection of expansion anchor installation, torque testing of expansion anchors, and welding inspection at the fabrication shop. Daily field reports were prepared documenting each inspection.

City and County of San Francisco, Bayview SAFE Navigation Center/Homeless Shelter, San Francisco, California: Special Inspector during Materials Testing and Special Inspection Services for the Bayview SAFE Navigation Center located at 1925 Evans Avenue in San Francisco. The scope of the project was to construct a 26,000 square feet, 21 feet high, single-story Eco-Steel structure with rigid steel frame on a raised foundation with a separate shipping container storage unit and site improvements.

Our services in the field included reinforcing steel and embedded bolts placement inspection, structural concrete and post installed anchor placement inspection, pull and torque testing of post installed anchors and high strength bolts placement inspection and torque testing using skidmore and structural steel welding inspection.

DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 489 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call B9
Appendix B - Resumes
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 Mr. Urmeneta has 4 years of experience providing quality control and quality assurance testing of soils, aggregates, asphalt and concrete materials in accordance with applicable ASTM, AASHTO, and ACI standards. He maintains current field and laboratory testing certifications from ACI as well as his nuclear gauge certification.

EXPERIENCE
City of Fremont, Large Group Picnic Area Project, Fremont, California: Field Technician during geotechnical observation and testing services for the City of Fremont Central Park Large Group Picnic Area site improvements project. The project grading included placement of fill, preparation of native material subgrade, backfill of utility trenches, and construction of pavements. Services included the field observation and in-place density testing during preparation of subgrade and compaction of soil, aggregate base, and asphalt concrete; laboratory testing to evaluate compaction characteristics of the soil and aggregate base materials used; preparation of daily reports of field observations documenting items observed and preliminary test results.

San Jose State University, Spartan Recreation and Aquatic Center, San Jose, California: Field Technician during geotechnical observations and testing services during the construction of the Spartan Recreation and Aquatic Center. Services included observation during installation of over 400 drilled displacement piles, observation during load testing of indicator piles, and field density testing during earthwork operations. Other services included laboratory testing for compaction characteristics, preparation of daily reports of field observations documenting our observation and testing, and preparation and submittal of a final geotechnical observation and testing report.

City of Pacifica, 2020-2022 Pavement Resurfacing Project, Pacifica, California:

Field Technician during materials testing services for the City of Pacifica pavement resurfacing project. The scope of work for this project includes cape seal, double slurry seal, slurry seal, microsurfacing, base repair and pavement striping and markings to various city streets. Services included sampling and compaction testing of subgrade, aggregate base and asphalt concrete material. Our laboratory testing services included sieve analysis, sand equivalent, and cleanness value for the soil and aggregate base material and theoretical maximum specific gravity and density (Rice) test, asphalt binder content by ignition oven, moisture content of asphalt mixture, air voids, stabilometer value test and bulk specific gravity and density of HMA Cores for asphalt concrete.

Town of Los Gatos, Almond Grove Street Reconstruction Project Phase 2, Los Gatos, California: Field Technician during materials testing and inspection services for project which included improvements consisting of increased disability access, new sidewalks, driveways and concrete paved roadways on 10 residential streets.

Services included trench backfill placement observation, moisture content testing of aggregate base, and compaction testing of trench backfill.

City of South San Francisco, OBAG 2 Street Rehabilitation, South San Francisco, California: Field Technician during materials testing services for the federally aided Street Rehabilitation project which included rehabilitation of Hickey Boulevard, San Felipe Avenue, Camaritas Avenue, Alida Way and Spruce Avenue. Services included review of the aggregate base and asphalt mix design submittals to check for compliance with project specifications; compaction testing of sub-grade, aggregate base and asphalt concrete, batch plant inspection for sampling aggregates and oil along with sampling hot mix asphalt on the day of paving and transport samples to our laboratory for testing.

City of San Ramon, City Center Bishop Ranch, San Ramon, California: Field Technician during the construction observation, foundation inspection and soil testing services for the 300,000 square foot commercial retail shopping center being developed by Sunset Development Company. The project is in the first phase of a 20-year effort to bring a downtown and community gathering place to the residents of San Ramon. The shopping center is designed by the Italian architect, Renzo Piano, and is the first phase of a development that will eventually add a 10-screen movie theater.

Jonathan F. Urmeneta, ACI
Field Technician

CERTIFICATIONS
ACI Concrete Field Testing Technician
Grade I
Radiation (Nuclear Gauge) User Safety
(Cert #18401)

YEARS OF EXPERIENCE
Total: 4 | Ninyo & Moore: 4
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 490 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call B10
Appendix B - Resumes
Ninyo & Moore | City of Brentwood Geotechnical & Construction Materials Testing Services | P08SJO02-01706 | March 8, 2022 Mr. Muller has 4 years of experience in a wide variety of construction projects performing materials testing, including concrete and geotechnical observation and testing. His project experience includes parking garages, data centers, large-scale commercial retail development, highway/roadway, hotels, infrastructure, school districts and wastewater treatment plants.

EXPERIENCE
City of San Ramon, City Center Bishop Ranch, San Ramon, California: Field Technician during the construction observation, foundation inspection and soil testing services for the 300,000 square foot commercial retail shopping center being developed by Sunset Development Company. The project is in the first phase of a 20-year effort to bring a downtown and community gathering place to the residents of San Ramon. The shopping center is designed by the Italian architect, Renzo Piano, and is the first phase of a development that will eventually add a 10-screen movie theater.

City of Alameda Estuary Park Site Improvements, Alameda, California: Field Technician during material testing activities during the construction of Estuary Park.

The project improvements included landscape design to renovate and construct a youth baseball field, a synthetic regulation-size rectangular athletic field, playground, field and park lighting, pathways, pre-fabricated restroom and concession building, landscape and group picnic areas. Services included sampling and testing of in-situ soil and soil stockpile samples in areas of known Marsh Crust impacts to evaluate site soils for reuse and/or disposal.

City of Fremont, Large Group Picnic Area Project, Fremont, California: Field Technician during geotechnical observation and testing services for the City of Fremont Central Park Large Group Picnic Area site improvements project. The project grading included placement of fill, preparation of native material subgrade, backfill of utility trenches, and construction of pavements. Services included the field observation and in-place density testing during preparation of subgrade and compaction of soil, aggregate base, and asphalt concrete; laboratory testing to evaluate compaction characteristics of the soil and aggregate base materials used; preparation of daily reports of field observations documenting items observed and preliminary test results.

Town of Los Gatos, Almond Grove Phase 2, Los Gatos, California: Field Technician materials testing and inspection services for the Almond Grove Street Reconstruction Project Phase 2 in Los Gatos, which included 10 residential streets.

Project improvements consisted of increased disability access, new sidewalks, driveways and concrete paved roadways. Our services included trench backfill placement observation, moisture content testing of aggregate base, and compaction testing of trench backfill.

City of Millbrae, Hillcrest Boulevard Storm Drain Improvements, Millbrae, California: Field Technician during geotechnical observation and materials testing services for the Hillcrest Boulevard Storm Drain Improvements project. The project consisted of installing approximately 950 Linear Feet of the storm drain system along Ashton Avenue and Hillcrest Boulevard. Our services included trench backfill placement observation, moisture content testing of aggregate base, and compaction testing of trench backfill and asphalt concrete.

City of South San Francisco, OBAG 2 Street Rehabilitation, Materials Testing Services, South San Francisco, California: Field Technician during materials testing services for the federally aided Street Rehabilitation project which included rehabilitation of Hickey Boulevard, San Felipe Avenue, Camaritas Avenue, Alida Way and Spruce Avenue. Services included review of the aggregate base and asphalt mix design submittals to check for compliance with project specifications; compaction testing of sub-grade, aggregate base and asphalt concrete, batch plant inspection for sampling aggregates and oil along with sampling hot mix asphalt on the day of paving and transport samples to our laboratory for testing.

Joshua Muller, ACI
Field Technician

EDUCATION
Certificate – Automotive Systems,
Evergreen Valley College,
San Jose, California

REGISTRATIONS/CERTIFICATIONS
ACI Concrete Field Testing Technician
Grade I
Radiation (Nuclear Gauge) User Safety,
#18366

YEARS OF EXPERIENCE
Total: 4 | Ninyo & Moore: 2
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 491 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 2020 Challenger Drive, Suite 103 | Alameda, CA 94501 | p. 510.343.3000 | f.510.343.3001 ARIZONA | CALIFORNIA | COLORADO | NEVADA | TEXAS | UTAH ninyoandmoore.com
DocuSign Envelope ID: A9A60FEE-1668-4B67-993E-D09FAF685809 C.4.i
Packet Pg. 492 Attachment: Ninyo & Moore Geotechnical and Environmental Sciences Consultants Geotechnical Agreement (2677 : Approval of On-Call 1 PSA_City Attorney Approved Version 040821

AGREEMENT FOR ON-CALL SURVEY AND RELATED SERVICES
BKF Engineers
THIS AGREEMENT is made and entered into as of the _____ day of __________________, 2022 by and between the City of Brentwood, a municipal corporation of the State of California ("City"), and BKF Engineers, an S Corporation ("Consultant") (each a “Party” and collectively, the “Parties”).

RECITALS
A. City requires the professional services of a consultant specifically trained and experienced in survey and related services, which are professional services outside of services offered by City.

B. Consultant has the professional skills and experience necessary to perform the services described in this Agreement.

C. Consultant customarily engages in these services as part of its independently established trade, occupation, and/or business, separately from its work for City.

D. City desires to engage Consultant to provide these services by reason of its qualifications and experience in performing such services
E. Consultant has submitted a proposal to City and has affirmed its willingness and ability to perform such work on the terms and manner set forth in this Agreement.

NOW, THEREFORE, in consideration of these recitals and the mutual covenants contained herein, the Parties agree as follows:

1. Scope of Work.

1.1 City retains Consultant, as an independent contractor, to perform, and Consultant agrees to render, those services (the "Services") that are described in the attached Exhibit "A," which is incorporated by this reference, pursuant to this Agreement’s terms and conditions.

1.2 Consultant will control the manner and the means of the work to be performed, and be responsible for the professional quality, technical accuracy and coordination of the Services. Consultant will, without additional compensation, correct or revise any errors or deficiencies in the Services.

1.3. Consultant will keep City informed on a regular basis that the Services are being performed in accordance with the requirement and intentions of this Agreement.

1.4 If applicable, Consultant has designated those persons listed in Exhibit “A” to provide the Services to the City. Consultant will not change or reassign those persons described in Exhibit “A” without prior written notice to City, and will not replace those individuals with individuals to whom City has a reasonable objection.

2. Standard of Performance. Consultant acknowledges that in entering into this Agreement the City is relying on Consultant's special skills and experience to do and perform the Services. While performing the Services, Consultant will exercise the reasonable professional care and skill customarily exercised by reputable members of Consultant's profession practicing in the Northern California area. The acceptance of the Services by City does not release Consultant from these obligations.

Consultant will be responsible for employing or engaging all persons necessary to perform the Services.

Consultant will control the manner and means of the services to be performed by its employees and subconsultants. All of Consultant's staff will be qualified by training and experience to perform their assigned tasks. Consultant will give its personal attention to the fulfillment of the provisions of this Agreement by all of its employees and subcontractors, if any, and will keep the Services under its control. 









 


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Packet Pg. 493 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 2 PSA_City Attorney Approved Version 040821
On demand of City, if any employee or subcontractor of Consultant fails or refuses to carry out the provisions of this Agreement or appears to be incompetent or to act in a disorderly or improper manner, he or she will be discharged immediately from the Services.

3. Term. Unless earlier terminated, the term of this Agreement will be effective for a period of one year from the date first above written. The City Manager may amend the Agreement to extend it for two additional one-year periods or parts thereof in an amount not to exceed one hundred thousand dollars ($100,000) per Agreement year. Extensions will be based upon a satisfactory review of Consultant's performance, City needs, and appropriation of funds by the City Council. The parties will prepare a written amendment indicating the effective date and length of the extended Agreement.

4. Schedule. Consultant will generally adhere to the schedule set forth in Exhibit “A” provided, that City will grant reasonable extensions of time for the performance of the Services occasioned by unusually lengthy governmental reviews of Consultant’s work product or other unavoidable delays occasioned by unforeseen circumstances; provided, further, that such unavoidable delay will not include strikes, lockouts, work stoppages, or other labor disturbances conducted by, or on behalf of, Consultant’s officers or employees.

Consultant acknowledges the importance to City of City’s project schedule and agrees to put forth its best professional efforts to perform the Services in a manner consistent with that schedule. City understands, however, that Consultant’s performance must be governed by sound practices. Consultant will work such overtime or engage such personnel and equipment as necessary to maintain the schedule, without additional compensation.

5. Compensation.

5.1 The total fee payable for the Services to be performed during the term of this Agreement will be a not to exceed amount of one hundred thousand dollars ($100,000) as may be further specified in the attached Exhibit “A.” No other compensation for the Services will be allowed except for items covered by subsequent amendments to this Agreement. The City reserves the right to withhold a ten percent (10%) retention until City has accepted the Services.

5.2 Payment will occur only after receipt by City of invoices sufficiently detailed to include hours performed, hourly rates, and related activities and costs for approval by City.

5.3 Within thirty (30) days after receipt of any applicable progress payment request, City will verify the accuracy of the request, correct the charges where appropriate, and make payment to Consultant in an amount equal to the amount of such application, as verified or corrected by City. No payment made prior to completion and acceptance of the Services will constitute acceptance of any part of the Services.

City reserves the right to withhold payment from Consultant on account of Services not performed satisfactorily, delays in Consultant's performance of Services, or other defaults hereunder.

6. Status of Consultant. Consultant will perform the Services as an independent contractor, free from the control and direction of City, in pursuit of Consultant’s independent calling, and not as an employee of City. The persons used by Consultant to provide the Services under this Agreement will not be considered employees of City for any purposes whatsoever and City will not pay any tax, workers’ compensation insurance, retirement contributions or unemployment contributions on behalf of Consultant or its employees or subcontractors. Consultant agrees to indemnify and pay City within thirty (30) days for any tax, retirement contribution, social security, overtime payment, unemployment payment or workers’ compensation payment, including, but not limited to, those based on any provision of the Federal Affordable Care Act, which City may be required to make on behalf of Consultant or any agent, employee, or contractor of Consultant for work done under this Agreement. The payment made to Consultant pursuant to the Agreement will be the full and complete compensation to which Consultant is entitled. City will not make any federal or state tax withholdings on behalf of Consultant or its agents, employees or subcontractors.

At the City’s election, City may deduct the amounts paid pursuant to this Section, from any balance owing to Consultant.










 


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Packet Pg. 494 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 3 PSA_City Attorney Approved Version 040821

7. Subcontracting. Consultant's services are being requested by City because they are unique and personal. Except as may be specified in Exhibit “A”, Consultant will not subcontract any portion of the Services without prior written approval of City Manager or his/her designee. If Consultant subcontracts any of the Services, Consultant will be fully responsible to City for the acts, errors and omissions of Consultant's subcontractor and of the persons either directly or indirectly employed by the subcontractor, as Consultant is for the acts and omissions of persons directly employed by Consultant. Nothing contained in this Agreement will create any contractual relationship between any subcontractor of Consultant and City.

Consultant will be responsible for payment of subcontractors. Consultant will bind every subcontractor and every subcontractor of a subcontractor by the terms of this Agreement applicable to Consultant's work unless specifically noted to the contrary in the subcontract and approved in writing by City.

8. Other Consultants. The City reserves the right to employ other consultants in connection with the Services.

9. Indemnification. Consultant agrees to indemnify, including the cost to defend, City, its officers, agents, volunteers and employees from any and all claims, demands, costs or liability that arise out of, or pertain to, or relate to the negligence, recklessness, or willful misconduct of Consultant and its agents in the performance of services under this Agreement, 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 City or the agents, servants, or independent contractors who are directly responsible to City, or arising from the active negligence of City.

10. Insurance. Consultant will obtain and maintain, at its cost and expense, for the duration of the Agreement and any and all amendments, insurance against claims for injuries to persons or damage to property which may arise out of or in connection with performance of the Services by Consultant or Consultant’s agents, representatives, employees or subcontractors. The insurance will be obtained from an insurance carrier admitted and authorized to do business in the State of California. The insurance carrier is required to have a current Best's Key Rating of not less than "A:VII."

10.1 Coverages and Limits. Consultant will maintain the types of coverages and minimum limits indicated below, unless Risk Manager or City Manager, in consultation with the City Attorney approves a lower amount. These minimum amounts of coverage will not constitute any limitations or cap on Consultant's indemnification obligations under this Agreement. City, its officers, agents, volunteers and employees make no representation that the limits of the insurance specified to be carried by Consultant pursuant to this Agreement are adequate to protect Consultant. The coverage will contain no special limitations on the scope of its protection to the above-designated insureds except for Workers Compensation and errors and omissions insurance. Consultant will obtain occurrence coverage, excluding Professional Liability, which will be written as claims-made coverage. If Consultant believes that any required insurance coverage is inadequate, Consultant will obtain such additional insurance coverage, as Consultant deems adequate, at Consultant's sole expense.

10.1.1 Commercial General Liability Insurance. $2,000,000 combined single-limit per occurrence for bodily injury, personal injury and property damage. If the submitted policies contain aggregate limits, general aggregate limits will apply separately to the work under this Agreement or the general aggregate will be twice the required per occurrence limit.

10.1.2 Automobile Liability. $1,000,000 combined single-limit per accident for bodily injury and property damage.

10.1.3 Workers' Compensation and Employer's Liability. Workers' Compensation limits as required by the California Labor Code and Employer's Liability limits of $1,000,000 per accident for bodily injury. Workers' Compensation and Employer's Liability insurance will not be required if Consultant has no employees and provides, to City's satisfaction, a declaration stating this. 









 


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Packet Pg. 495 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 4 PSA_City Attorney Approved Version 040821

10.1.4 Professional Liability. Errors and omissions liability appropriate to Consultant’s profession with limits of not less than $1,000,000 per claim.

10.2 Endorsements. For Commercial General Liability Insurance, Consultant will ensure that the policies are endorsed to name the City, its officers, agents, volunteers and employees as additional insureds. Prior to City's execution of this Agreement, Consultant will furnish, to the satisfaction of the City, certificates of insurance and endorsements.

10.3 Cancellation. Insurance will be in force during the life of the Agreement and any extensions of it and will not be canceled without thirty (30) days prior written notice to City sent pursuant to the notice provisions of this Agreement.

10.4 Failure to Maintain Coverage. If Consultant fails to maintain any of these insurance coverages, then City will have the option to declare Consultant in breach of this Agreement, or may purchase replacement insurance or pay the premiums that are due on existing policies in order to maintain the required coverages. Consultant is responsible for any payments made by City to obtain or maintain insurance and City may collect these payments from Consultant or deduct the amount paid from any sums due Consultant under this Agreement.

10.5 Submission of Insurance Policies. City reserves the right to require, at any time, complete and certified copies of any or all required insurance policies and endorsements.

10.6 Primary Coverage. For any claims related to the Services and this Agreement, the Consultant’s insurance coverage will be primary insurance with respect to City, its officers, agents, volunteers and employees. Any insurance or self-insurance maintained by City for itself, its officers, agents, volunteers and employees, will be in excess of Consultant’s insurance and not contributory with it.

10.7 Reduction in Coverage/Material Changes. Consultant will notify City in writing pursuant to the notice provisions of this Agreement thirty (30) days prior to any reduction in any of the insurance coverage required pursuant to this Agreement or any material changes to the respective insurance policies.

10.8 Waiver of Subrogation. The policies shall contain a waiver of subrogation for the benefit of City.

11. Business License. Consultant will obtain and maintain a City of Brentwood Business License for the term of the Agreement, as it may be amended from time-to-time.

12. Maintenance of Records. Consultant will maintain complete and accurate records with respect to costs incurred under this Agreement. All records will be clearly identifiable. Consultant will allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of records and any other documents created pursuant to this Agreement. Consultant will allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement.

13. Ownership of Documents.

13.1 All product produced by Consultant or its agents, employees, and subcontractors pursuant to this Agreement (the “Work Product”) is the property of City. In the event this Agreement is terminated, all Work Product produced by Consultant or its agents, employees and subcontractors pursuant to this Agreement will be delivered to City pursuant to the termination clause of this Agreement. Consultant will have the right to make one (1) copy of the Work Product for Consultant’s records.

13.2 The Work Product may be used by City and its agents, employees, representatives, and assigns, in whole or in part, or in modified form, for all purposes City may deem advisable, without further employment of or payment of any compensation to Consultant; provided, however, that if this Agreement is terminated for any reason prior to completion of the Project and if under such circumstances City uses, 









 


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Packet Pg. 496 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 5 PSA_City Attorney Approved Version 040821
or engages the services of and directs another consultant to use, the Work Product, City agrees to hold Consultant harmless from any and all liability, costs, and expenses relative to claims arising out of matters and/or events which occur subsequent to the termination of this Agreement as a result of causes other than the fault or negligence of Consultant, or anyone for whose acts it is responsible, in preparation of the Work Product. Consultant will not be responsible for deficiencies solely attributable to modifications of the Work Product performed by others, or that arise from use of the Documents in connection with a project or site other than that shown in the Work Product.

14. Copyrights. Consultant agrees that all copyrights that arise from the Services will be vested in City and Consultant relinquishes all claims to the copyrights in favor of City.

15. Confidentiality. All documents, reports, information, data, and exhibits prepared or assembled by Consultant in connection with the performance of the Services pursuant to the Agreement are confidential until released by the City to the public, and the Consultant will not make any of these documents or information available to any individual or organization not employed by the Consultant or the City without the written consent of the City before any such release.

16. Notices. Any notices relating to this Agreement shall be given in writing and shall be deemed sufficiently given and served for all purposes when delivered personally, by facsimile or by generally recognized overnight courier service, or five (5) days after deposit in the United States mail, certified or registered, return receipt requested, with postage prepaid, addressed as follows:

For City:

City of Brentwood
150 City Park Way
Brentwood, CA 94513
Phone No. (925) 516-5307
Attn: Jigar Shah
For Consultant:

Name: BKF Engineers
Title: Vice President/Principal
Address: 1730 N. First Street, Suite 600
San Jose, CA 95112
Phone: D: (408) 467-9114; M: (408) 640-0911
Attn: Davis Thresh, PLS
Either Party may change its address for purposes of this section by giving the other Party written notice of the new address in the manner set forth above.

17. Conflicts of Interest.

17.1 City will evaluate Consultant’s duties pursuant to this Agreement to determine whether disclosure under the Political Reform Act and City’s Conflict of Interest Code is required of Consultant or any of Consultant’s employees, agents, or subcontractors. Should it be determined that disclosure is required, Consultant or Consultant’s affected employees, agents, or subcontractors will complete and file with the City Clerk those schedules specified by City and contained in the Statement of Economic Interests Form 700.

17.2 Consultant understands that its professional responsibility is solely to City. Consultant warrants that it presently has no interest, present or contemplated, and will not acquire any direct or indirect interest, that would conflict with its performance of this Agreement. Consultant further warrants that neither Consultant, nor Consultant’s agents, employees, subcontractors and consultants have any ancillary real property, business interests or income that will be affected by this Agreement or, alternatively, that Consultant will file with the City an affidavit disclosing this interest. Consultant will not knowingly, and will take reasonable steps to ensure that it does not, employ a person having such an interest in the performance of this Agreement. If after employment of a person, Consultant discovers that it has employed a person with a direct or indirect interest that would conflict with its performance of this Agreement, Consultant will promptly disclose the relationship to the City and take such action as the City may direct to remedy the conflict.










 


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Packet Pg. 497 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 6 PSA_City Attorney Approved Version 040821

18. General Compliance with Laws. Consultant will keep fully informed of federal, state and local laws and ordinances and regulations which in any manner affect those employed by Consultant, or in any way affect the performance of the Services by Consultant. Consultant will at all times observe and comply with these laws, ordinances, and regulations and will be responsible for the compliance of the Services with all applicable laws, ordinances and regulations.

19. Pandemic Health Laws. Consultant’s duty to comply with Laws includes compliance by Consultant with all local, state, or federal Laws that have been or may be enacted in response to the COVID-19 pandemic (collectively, “Health Laws”), which include all of the County of Contra Costa Health Orders. Failure to fully comply with the Health Laws constitutes a material default, subject to all available remedies including suspension or termination.

20. Discrimination and Harassment Prohibited. Consultant will comply with all applicable local, state and federal laws and regulations prohibiting discrimination and harassment.

21. Termination. In the event of the Consultant's failure to prosecute, deliver, or perform the Services, City may terminate this Agreement for nonperformance by notifying Consultant in writing pursuant to the notice provisions of this Agreement. Consultant has five (5) business days to deliver any documents owned by City and all work in progress to City address contained in this Agreement. City will make a determination of fact based upon the work product delivered to City and of the percentage of work that Consultant has performed which is usable and of worth to City in having the Agreement completed. Based upon that finding City will determine the final payment of the Agreement. In the event City elects to terminate, City will have the right to immediate possession of all Work Product and work in progress prepared by Consultant, whether located at the project site, at Consultant's place of business, or at the offices of a subconsultant.

Either Party, upon tendering thirty (30) calendar days written notice to the other Party, may terminate this Agreement for convenience. In this event and upon request of City, Consultant will assemble the work product without charge and put it in order for proper filing and closing and deliver it to City. Consultant will be paid for work performed to the termination date; however, the total will not exceed the lump sum fee payable under this Agreement. City will make the final determination as to the portions of tasks completed and the compensation to be made.

22. Covenants Against Contingent Fees. Consultant warrants that Consultant has not employed or retained any company or person, other than a bona fide employee working for Consultant, to solicit or secure this Agreement, and that Consultant has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage, brokerage fee, gift, or any other consideration contingent upon, or resulting from, the award or making of this Agreement. For breach or violation of this warranty, City will have the right to terminate this Agreement for nonperformance, or, in its discretion, to deduct from the Agreement price or consideration, or otherwise recover, the full amount of the fee, commission, percentage, brokerage fees, gift, or contingent fee.

23. Claims And Lawsuits. By signing this Agreement, Consultant agrees that any Agreement claim submitted to City must be asserted as part of the Agreement process as set forth in this Agreement and not in anticipation of litigation or in conjunction with litigation. Consultant acknowledges that if a false claim is submitted to City by Consultant, it may be considered fraud and Consultant may be subject to criminal prosecution. Consultant acknowledges that California Government Code sections 12650 et seq., the False Claims Act, applies to this Agreement and, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of information. If City seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. Consultant acknowledges that the filing of a false claim may subject Consultant to an administrative debarment proceeding as the result of which Consultant may be prevented to act as a Consultant on any public work or improvement for a period of up to five (5) years. Consultant acknowledges debarment by another jurisdiction is grounds for City to terminate this Agreement. 









 


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Packet Pg. 498 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 7 PSA_City Attorney Approved Version 040821

24. Jurisdiction, Venue and Governing Law. Any action at law or in equity brought by either of the Parties for the purpose of enforcing a right or rights provided for by this Agreement will be tried in a court of competent jurisdiction in the County of Contra Costa, State of California, and the Parties waive all provisions of law providing for a change of venue in these proceedings to any other county. This agreement will be governed by the laws of the State of California.

25. Testimony. Consultant will testify at City's request if litigation is brought against City in connection with Consultant's services under this agreement. Unless the action is brought by Consultant, or is based upon Consultant's actual or alleged negligence or other wrongdoing, City, upon prior written agreement with Consultant will compensate Consultant for time spent in preparation for testimony, testimony, and travel at Consultant's standard hourly rates at the time of actual testimony.

26. Successors and Assigns. It is mutually understood and agreed that this Agreement will be binding upon the Parties and their respective successors. Neither this Agreement nor any part of it nor any monies due or to become due under it may be assigned by Consultant without the prior written consent of City, which will not be unreasonably withheld.

27. Section Headings. Section headings as used in this Agreement are for convenience only and will not be deemed to be a part of such sections and will not be construed to change the meaning of the section.

28. Waivers. The waiver by either Party of any breach or violation of any term, covenant, or condition of this Agreement or of any applicable law will not be deemed to be a waiver of such term, covenant, condition or law or of any subsequent breach or violation of same or of any other term, covenant, condition or law. The acceptance by either Party of any fee or other payment which may become due under this Agreement will not be deemed to be a waiver of any preceding breach or violation by the other Party of any term, covenant, or condition of this Agreement or any applicable law.

29. Entire Agreement. This Agreement, together with any other written document referred to or contemplated by it embody the entire Agreement and understanding between the parties relating to the subject matter of it. The City Manager is authorized, in consultation with the City Attorney, to agree to nonmaterial amendments to this Agreement. Neither this Agreement nor any of its provisions may be amended, modified, waived or discharged except in a writing signed by both parties.

30. Authority. The individuals executing this Agreement and the instruments referenced in it on behalf of Consultant each represent and warrant that they have the legal power, right and actual authority to bind Consultant to the terms and conditions of this Agreement.

31. Severability. If any term, provision, condition or covenant of this Agreement or its application to any party or circumstances shall be held, to any extent, invalid or unenforceable, the remainder of this Agreement, or the application of the term, provision, condition or covenant to persons or circumstances other than those as to whom or which it is held invalid or unenforceable, shall not be affected, and shall be valid and enforceable to the fullest extent permitted by law. 









 


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Packet Pg. 499 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 8 PSA_City Attorney Approved Version 040821

32. Signatures.

32.1 Counterparts. This Agreement may be executed in two or more counterparts, each of which together will be deemed an original, but all of which together will constitute the same instrument.

32.2 Digital/Electronic Signatures. Using a City-approved method, this Agreement may be executed through the use of digital or electronic signatures in accordance with Government Code Section

16.5. The presence of an electronic signature on this Agreement will be construed as the Parties’ consent to do business electronically.

CONSULTANT:
* By:

Printed Name: Daniel Schaefer, PE
Title: Vice President
** By:

Printed Name: Jean Chen
Title: CFO
CITY:

By:

Tim Y. Ogden, City Manager
ATTEST:

By:

Margaret Wimberly, City Clerk
APPROVED AS TO FORM:

By:

Damien Brower, City Attorney
If required by City, proper notarial acknowledgment of execution by Consultant must be attached. If a Corporation, Agreement must be signed by one corporate officer from each of the following two groups. *Group A. **Group B.

Chairman, Secretary,
President, or Assistant Secretary,
Vice-President CFO or Assistant Treasurer
Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation.

If an LLC:
x The Agreement must be signed by a Managing Member or the LLC must attach a resolution empowering the signatory to bind the LLC.

If a partnership:
x The Agreement must be signed by the Managing Partner or the Partner authorized to execute agreements of this type. Additional documentation, such as the partnership agreement, confirming this signature authority may be required.

If a sole proprietorship:
x The Agreement must be signed by the owner.










 


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Packet Pg. 500 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 9 PSA_City Attorney Approved Version 040821
EXHIBIT “A”

SCOPE OF SERVICES










 


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Packet Pg. 501 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

BKF ENGINEERS
Statement of Qualifications for:

SURVEY AND RELATED SERVICES

CITY OF BRENTWOOD
MARCH 8, 2022










 


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Packet Pg. 502 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

BKF ENGINEERS
1646 N. California Blvd., Suite 400, Walnut Creek, CA 94596 | t. 925.940.2200 March 8, 2022
City of Brentwood, Public Works Department
Attention: Renee Payette
150 City Park Way, Brentwood, CA 94513
68%-(&7
6WDWHPHQWRI4XDOLÀFDWLRQVIRU6XUYH\DQG5HODWHG6HUYLFHVIRU,QIUDVWUXFWXUH3URMHFWV Dear Renee,
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ZHOFRPHVWKHRSSRUWXQLW\WRVXEPLWRXU6WDWHPHQWRI4XDOLÀFDWLRQV 624
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of Brentwood (City) for Survey and Related Services for Infrastructure Projects (City or Developer Driven). BKF Engineers (BKF) has been providing quality service in the Bay Area for over 106 years. BKF employs over 450 SURIHVVLRQDOVLQ:HVW&RDVWR඼FHVLQFOXGLQJRXUORFDO:DOQXW&UHHNR඼FH2XUVWDරLQFOXGHVOLFHQVHG 3URIHVVLRQDO/DQG6XUYH\RUV/6,7VVXUYH\ÀHOGFUHZVOLFHQVHGHQJLQHHUVDQG/(('$FFUHGLWHG Professionals. The BKF team not only has the local resources and production capacity, but also the relevant experience to handle all of the City’s Public Works projects. BKF’s resources and experience will help us meet the City’s needs and exceed expectations. We are committed to delivering projects using the latest technologies DYDLODEOHDQGRරHULQJVROXWLRQVWRPD[LPL]HH඼FLHQF\DQGVDIHW\ We understand that the City of Brentwood maintains a number of capital and operational programs to meet its mission to provide quality public services, and that the City project is planned and executed in accordance with applicable laws and regulations, including the Land Surveyors Act, Subdivision Map Act, and various State and Federal codes and regulations. BKF will be able to support the Department of Public Works to provide the VXUYH\LQJDQGPDSSLQJVHUYLFHVIRUWKHVHSURMHFWV,WZLOOEHDSULYLOHJHWRSDUWQHUZLWKWKHHරRUWVRIWKH&LW\VWDර DQGSURYLGHDGGLWLRQDOVSHFLDOL]HGVXUYH\LQJVHUYLFHVDQGFRQVXOWDWLRQDVQHHGHG%.)KDVERWKWKHPDQDJHPHQW experience and company resources to meet any of the project’s timeline, objectives, and funding commitments.

We would appreciate the opportunity to provide our services to assist the City of Brentwood. No survey task order is too small or too large that we cannot tackle. Whether it is a simple corner record, plat & legal description exhibit that the city needs to prepare, or a supplemental topographic survey for a street intersection, or maybe a mile-long topographic survey for sidewalk improvements or pipeline replacements, we can assist the City on its VXUYH\LQJQHHGV%.)FDQSHUIRUPVPDOOVXUYH\WDVNVPHGLXPVL]HGSURMHFWVDQGODUJHGLVWULFWZLGHVXUYH\LQJDQG mapping requirements.

BKF has earned high regard for our services over the years when dealing with on-call projects with various public agencies because of our open and forward-thinking recommendations of project approach, cost saving techniques, scheduling, budgets, and the understanding that on-call projects often require rapid high quality VHUYLFHZLWKPLQLPDOQRWLFH:HFXUUHQWO\KDYHRYHUDFWLYH6XUYH\2Q&DOOFRQWUDFWVZLWKYDULRXVDJHQFLHV throughout California. We win these projects because we have delivered high quality survey products on a timely EDVLVRYHUDQGRYHUDJDLQ2XUJRDOLVWREHFRPHDVHDPOHVVH[WHQVLRQRI\RXUVWDර%.)DOVRXQGHUVWDQGVWKDWLW LVQRWDOZD\VSRVVLEOHWRSUHGLFWHPHUJHQFLHVRUVFKHGXOHFKDQJHV%.)SULGHVLWVHOILQRරHULQJUDSLGUHVSRQVHZLWK quality service by not over committing our resources. We will always provide proactive management and commit DQDGHTXDWHQXPEHURITXDOLÀHGVWDරWRHDFKZRUNRUGHULQDWLPHO\PDQQHU:HKDYHDVVLJQHG0U%HQ6DQWRV one of our licensed land surveyor who is also a local resident of Brentwood, and he can easily visit the project VLWHVRUPHHWZLWKWKHFLW\VWDරLQSHUVRQ:LWKWKH%.)K\EULGZRUNDSSURDFKRXUVWDරDUHDEOHWRZRUNUHPRWHO\ IURPKRPHDQGJHRJUDSKLFDOO\ZHKDYHVXUYH\RUVQHDU%UHQWZRRGIRUH[DPSOH$OYDUR2MHGD 3DUW\&KLHI
LVIURP
Discovery Bay which is near our possible Brentwood project sites. $VDQR඼FHURIWKHÀUP'DYLV7KUHVKLVDXWKRUL]HGWRELQG%.)DQGRXUSURSRVDOKHUHLQLVELQGLQJIRU GD\V
from the date of this submittal.

We are pleased to present the attached proposal and look forward to hearing from you. Please feel free to contact me if you have any questions regarding our submittal.

Sincerely,
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Davis Thresh, PLS, Principal/Vice President
408.467.9114, [email protected]
0$,132,172)&217$&7
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Project Manager
Email: [email protected]
Phone: 408.467.9171
Address: 155 Elk Creek Drive,
Brentwood, CA 94513

BKF ENGINEERS










 


C.4.j
Packet Pg. 503 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

SUBCONTRACTOR
SOQ for Civil/Structural Design Services for
Infrastructure Projects 2 BKF ENGINEERS

SUBCONTRACTOR
360 Aerial Surveys
481 Oak Manor Drive
Fairfax, CA 94930
415.450.5008
360 Aerial Surveys is dedicated to unparalleled service, quality data and reasonable pricing. They provide comprehensive geospatial solutions to government agencies, engineering consultants and utilities. With 25 years experience in photogrammetry, CAD and GIS, 360 Aerial Surveys is familiar with a ride range of projects, and shares many contacts within the mapping, surveying and engineering services. This ensures a smooth project work ÁRZZLWKUHOLDEOHGHDGOLQHVDQGDKLJKTXDOLW\GHOLYHUDEOHRXUFXVWRPHUVH[SHFW$HULDO6XUYH\V·VROXWLRQV address a wide range of demands including land and asset management, design engineering and construction, implementation of government mapping programs, urban planning, environmental management, infrastructure, and regulatory compliance. This range of services is achieved through a wide variety of individual geospatial SURMHFWH[SHULHQFHVSDQQLQJPRUHWKDQWZHQW\ÀYH\HDUV$HULDO6XUYH\VRSHUDWHVSULPDULO\LQ&DOLIRUQLD and applies state of the art aerial mapping equipment such as LiDAR sensors, digital imaging sensors as well traditional frame cameras and oblique aerial mapping cameras to provide large and small scale base mapping SURGXFWV%DVHPDSSLQJSURGXFWVDUHWKHNH\HOHPHQWVXWLOL]HGLQWKHVXSSRUWRIJHRVSDWLDOVROXWLRQV$HULDO Surveys adheres tightly to industry practices and standards to achieve base mapping products that meet or H[FHHGSURMHFWVSHFLÀFGHVLJQOHYHOVSHFLÀFDWLRQV
$HULDO6XUYH\VLVD&DOLIRUQLDFHUWLÀHGVPDOOEXVLQHVV6% 0LFUR











 


C.4.j
Packet Pg. 504 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

SUBMITTAL APPROACH / FIRMS QUALIFICATIONS
SOQ for Survey & Related Services for Infrastructure
Projects 3 BKF ENGINEERS
Delivering Inspired Infrastructure for over 100 years
BKF Engineers
Since 1915, BKF Engineers earned a reputation for its ability to successfully plan, design, survey, and implement complex projects. :HGUDZXSRQDQGXWLOL]HRXUH[SHULHQFHGLOLJHQWO\JXLGLQJSURMHFWV from the initial due diligence and feasibility stages, progressing project designs and permitting approvals, and concluding with FRQVWUXFWLRQDQGLPSOHPHQWDWLRQ7KLVSURYHQDSSURDFKUHFRJQL]HV that developing dynamic projects is informed by focused team collaboration, mitigating physical constraints and potential risks, and balancing designs goals with value engineering solutions. 7KURXJKRXUQHWZRUNRIZHVWFRDVWR඼FHV%.)SURYLGHV civil engineering, land surveying, and land planning services for government agencies, institutions, developers, design professionals, contractors, school districts, and corporations. Facilitating the unique permitting and expertise requirements of projects, we provide a number of specialty services, including Agency permit expediting, sustainable infrastructure, site accessibility consulting, hydrology/ K\GUDXOLFVWUD඼FVLJQDODQGWUD඼FKDQGOLQJGHVLJQVXWLOLW\ORFDWLQJ services, automated construction surveying monitoring, and 3D laser scanning.

BKF’s decades of engineering, surveying, and planning experience is evident in our legacy projects throughout the west coast.

By leveraging our diverse project portfolio in combination with innovative design solutions, BKF’s team of more than 450 H[SHULHQFHGVWDරLVGHGLFDWHGWRVXFFHVVIXOO\GHOLYHULQJVXVWDLQDEOH and dynamic projects for our communities and partners.

Civil Engineering • Surveying • Planning
Transportation • Water Resources • Sustainability
Construction Management • Utility Locating
3D Laser Scanning • UAS (Drone) Survey & Monitoring
%,0‡'0RGHOLQJ'HVLJQ9LVXDOL]DWLRQ
Automated Monitoring

SERVICES
Redwood City
San Jose
:DOQXW&UHHN
Pleasanton
Santa Rosa
Sacramento
2DNODQG
San Francisco
San Rafael
Modesto
Richmond
Salinas
Newport Beach
San Diego
6DQ/XLV2ELVSR
Portland

OFFICE LOCATIONS










 


C.4.j
Packet Pg. 505 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

SUBMITTAL APPROACH / FIRMS QUALIFICATIONS
SOQ for Survey & Related Services for Infrastructure
Projects 4 BKF ENGINEERS

SURVEYING SERVICES
(PSOR\LQJLQWHUQDOFRQWUROVWKDWEDODQFHVGLOLJHQFHWHFKQLFDOLQQRYDWLRQDQGSUHFLVLRQDQGH඼FLHQF\ %.)·VVXUYH\RUVORJPRUHÀHOGKRXUVWKDQDQ\RWKHUÀUPLQ1RUWKHUQ&DOLIRUQLDLQ2XU GHGLFDWHGWHDPRIOLFHQVHGSURIHVVLRQDOVXUYH\LQJH[SHUWVDQGH[SHULHQFHGÀHOGFUHZVVSHFLDOL]HLQ 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. To deliver economical and quality surveys and boundaries to our clients, we actively use and perform surveying services with the latest industry technology— 3D Laser Scanning, Automated Instrumentation and Unmanned Aerial Sensors—and are leaders in providing training and developing protocols for our industry peers.

RIGHT-OF-WAY MAPPING
- Review city right-of-way requirements
- Prepare appraisal maps and individual
plats
- Prepare property descriptions and plats
- Monument right-of-way
- Prepare Record of Survey

RESEARCH
- Review title reports provided
- Review data provided by the city
- Research maps of record
- 5HVHDUFKFRXQW\URDGÀOHVDYDLODEOH
ÀHOGQRWHV
- Research CALTRANS records
- Calculate record information to identify
WLWOHFRQÁLFWV

GPS CONTROL
- ,GHQWLI\KRUL]RQWDODQGYHUWLFDOFRQWURO
datum
- Reconnaissance of existing control
- Pre–planning of static survey
- Field observations
- Post process data
- Prepare GPS Control Report

BOUNDARY SURVEY
- Calculate search ties for existing corners
- Field surveys to tie out found points to
control net
- Adjustment of data
- Resolve discrepancies between record
data & found evidence
- Prepare hardcopy of title information,
found evidence and resolved boundary

CONSTRUCTION STAKING
- Review plans
- &DOFXODWHRරVHWSRLQWV
- Prepare cut sheets
- Collect as-built stake location
- 3HUIRUPÀHOGVWDNLQJ

TOPOGRAPHIC MAPPING
- Determine best method for
topographic mapping based on client’s
needs
- If aerial mapping, provide photo control
XWLOL]LQJ
- RTK or fast static GPS
- Perform on the ground topographic
mapping
ALTA
- Research maps and deeds of record
- Calculate record documents
- /RFDWHÀHOGHYLGHQFHRISURSHUW\
corners & movements
- %HVWÀWÀHOGWRUHFRUGERXQGDU\
information
- Plot title exceptions
3D LASER SCANNING
- Topographic, as-built and monitoring
surveys
- High speed data capture for future
manipulation and extraction
- Geo-reference using onsite project
control
- 3-D models
- 8WLOL]HV/HLFD&

CONVENTIONAL SURVEYS
- 3URYLGHDFFXUDWHIDVWDQGH඼FLHQW
results for topographic surveys and
construction staking
- Adaptable to project needs
- Provides highly repeatable results










 


C.4.j
Packet Pg. 506 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

SUBMITTAL APPROACH / FIRMS QUALIFICATIONS
SOQ for Survey & Related Services for Infrastructure
Projects  BKF ENGINEERS
352-(&70$1$*(0(177($0
SURVEYING &216758&7,2167$.,1* LASER SCANNING PARTY CHIEF 5RQ9HU3/6
Project Surveyor

BKF ENGINEERS
:LOO3DXO3/6
Construction Staking Lead

BKF ENGINEERS
-HVVH*XWLHUUH]
Laser Scanning Specialist

BKF ENGINEERS
$OYDUR2MHGD
Party Chief

BKF ENGINEERS
'DYLV7KUHVK3/6
Principal-in-Charge

BKF ENGINEERS
%HQ6DQWRV3/6
Project Manager

BKF ENGINEERS
48$/,7<&21752/
:DOWHU6WHPEHUJD
QA/QC Manager

BKF ENGINEERS
AERIAL
-H෇&RQZD\
Photogrammetry Lead
360 AERIAL SURVEYS
%.)(1*,1((566859(<2563/$11(56
683325767$))
Andrew Dellinger
PLS - CA (9658)
Chris Mills
PLS - CA (9064)
David Darling
PLS - CA (7625)
David Jungmann
PLS - CA (9267)
*HRઊ&ROHPDQ
PLS - CA (8438)
Greg Hurd
PLS - CA (8809)
Jared Serpico
PLS - CA (9359)
Jason Kirchmann
PLS - CA (8806)
John Koroyan
PLS - CA (8883)
John Lanfranki
PLS - CA (9622)
Jonathan Shattuck
PLS - CA (8940)
Jose G. Garcia
PLS - CA (8315)
Paul Kittredge
PLS - CA (5790)
Ralph Thomas
PLS - CA (4760)
$'',7,21$/%.)6859(<6833257

ORGANIZATIONAL CHART

STAFF AVAILABILITY
%HORZLVDFXUUHQWVQDSVKRWRIHDFKVWDරPHPEHU·VFXUUHQWDYDLODELOLW\:HKDYH LGHQWLÀHGVWDරWKDWFDQFRPPLWWRFRPSOHWLQJWKLVSURMHFWZLWKLQWKHVSHFLÀHG 
day design window.
6WD෇0HPEHU   $YDLODELOLW\
Davis Thresh 25%
Walter Stemberga 30%
Ben Santos 65%
Ron Ver 30%
Will Paul 25%
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C.4.j
Packet Pg. 507 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

SUBMITTAL APPROACH / PROJECT TEAM
SOQ for Survey & Related Services for Infrastructure
Projects 6 BKF ENGINEERS
2XUUHFRUGRIVXFFHVVIXOO\FRPSOHWHGDQGFRQVWUXFWHGSURMHFWVUHÁHFWVWKHGHGLFDWLRQDQGYHUVDWLOLW\RIRXUVWDර to manage small-scale and large-scale projects. As previously mentioned, services provided for this contract will EHPDQDJHGE\%HQ6DQWRV3/6RXWRIRXU6DQ-RVHR඼FH7KHSURSRVHGWHDPEHORZZLOOVWD\LQYROYHGIRUWKH SURMHFWGXUDWLRQHQVXULQJFRQWLQXLW\DQGPLQLPL]LQJLQH඼FLHQFLHV,IWKHVFKHGXOHGHPDQGVZHFDQXWLOL]HWKH assistance of other BKF team members and subconsultants in order to meet the project deadline. 'DYLV7KUHVK3/6
&$Ã1R
will serve
as 3ULQFLSDOLQ&KDUJH of the project. Davis is a
professional California licensed surveyor and has
SURYLGHGÀHOGVXUYH\LQJVHUYLFHVRYHUVHHQWRSRJUDSKLF and control surveys, construction staking, and rightof-way mapping for various projects throughout California. His 38 years of experience in surveying will prove invaluable to project success.
:DOWHU6WHPEHUJDwill serve as the 4$4&0DQDJHU.

Walter has 22 years of experience and will perform QA/
QC for our survey projects. He will use Bluebeam PDF
software for his redline comments. Walter will review
hard copy prints before we deliver them to our clients. %HQ6DQWRV3/6
&$Ã1R

 will serve as the
3URMHFW0DQDJHU೫nd will be the PDLQSRLQWRI
FRQWDFWfor the City. Ben has extensive land surveying
knowledge of the local terrain that he shares with
clients. In his role as the Project Manager, he will
be responsible for managing the project, including:

EXGJHWLQJVFKHGXOLQJÀHOGFUHZGLVSDWFKLQJDQG
FRRUGLQDWLQJR඼FHDQGÀHOGVXUYH\RUV%HQZLOOSURYLGH FRQVXOWLQJVHUYLFHVDQGFDQVXJJHVWH඼FLHQWZD\V
to perform the survey tasks. As a California Licensed
Surveyor, he will be in charge of all the land surveying ZRUNRQWKHSURMHFWDQGZLOOGLUHFWO\VXSHUYLVHWKHÀHOG FUHZVDQGR඼FHVWDර
5RQ9HU3/6
&$Ã1R


will serve as the 3URMHFW
6XUYH\RU. Ron has 8 years of experience as a surveyor.
5RQZLOOVXSSRUW%HQ6DQWRVLQWKHÀHOGE\SHUIRUPLQJ
boundary surveys, preparing plat and legal descriptions, record of surveys, corner records, map reviews,
topographic mapping, and construction staking.
:LOO3DXO3/6
&$Ã1R
will serve as the
&RQVWUXFWLRQ6WDNLQJ/HDGWill has 20 years of
experience and VSHFLDOL]HVLQLPSOHPHQWLQJWKHODWHVW
technologies including 3D laser scanning, BIM, and
unmanned aerial systems to tackle complex surveying
challenges.
-HVVH*XWLHUUH]will serve as the /DVHU6FDQQLQJ
6SHFLDOLVW. Jesse has 12 years of experience and is
ZHOOYHUVHGLQ+LJK'HÀQLWLRQ6FDQQLQJDQG'LJLWDO
Processing. He will provide high speed data capture for future manipulation and extraction, geo-referencing
using on-site project control, and 3-D modeling.
$OYDUR2MHGDwill serve as the 3DUW\&KLHI. will
be the survey party chief. He has over 21 years of
H[SHULHQFH+HZLOOVXSSRUWWKHWHDPLQWKHÀHOGE\
performing boundary reconnaissance and investigation,
topographic mapping and construction staking using
the latest technology available to land surveyors.
-H෇&RQZD\$HULDO6XUYH\ will serve as the
3KRWRJUDPPHWU\/HDG-HරEULQJVRYHU\HDUVRI
mapping experience, with expertise in CAD-related
aspects of planimetric mapping, terrain modeling
and orthoimagery. He has provided support on a
variety of design level engineering projects and also
plays a critical role in the integration of conventional photogrammetric DTM and planimetric mapping with
other data sources such as LiDAR, cross section survey
data, and bathymetric data.
9 7KHWHDPZLOOVWD\LQYROYHGIRUWKHSURMHFWGXUDWLRQHQVXULQJFRQWLQXLW\DQGPLQLPL]LQJLQHઋFLHQFLHV 9 Our team of surveyors are dedicated to the delivery of the project 9 Our team is assigned based on relevant project history, years of experience, and current workload schedules
9 5HFRJQL]LQJWKDWVFKHGXOHVDQGWLPHOLQHVDUHRIWHQDGMXVWHGWRPHHWRWKHURXWVLGHLQÁXHQFHV%.)KDV WKHDELOLW\GXHWRRXUVL]HDQGÀUPFXOWXUHWRDGMXVWRXUZRUNVFKHGXOHVDQGPDQSRZHUWRPHHWWKH GHPDQGRUVSHFLÀFUHTXHVWVDVVRFLDWHGZLWKWKHSURMHFW










 


C.4.j
Packet Pg. 508 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

SUBMITTAL APPROACH / PROJECT EXPERIENCE
SOQ for Survey & Related Services for Infrastructure
Projects  BKF ENGINEERS
CITY OF BRENTWOOD ON-CALL CIVIL (2019-22)
Brentwood, CA
SR-4 EAST WIDENING, CONTRA LOMA BOULEVARD

TO G STREET
Antioch, CA
BKF provided the City of Brentwood with on-call civil engineering services for the years 2019-2022. The projects BKF completed or is working on include the following:
'HHU5LGJH)URQWDJH/DQGVFDSLQJ,PSURYHPHQWV
%.)SURYLGHGODQGVXUYH\LQJVHUYLFHVDQGSUHSDUDWLRQRIÀQDOGHVLJQDQG construction documents associated with the conversion of the former Deer Ridge Golf Course frontage landscape improvement from a private to public landscape and maintenance facility in the City of Brentwood. When constructed, project elements will include new plantings, trees, and trees and irrigation at parkway strips. Existing water fountain entry features will EHUHWURÀWWHGWRFRQYHUWWKHSULYDWHQRQZRUNLQJV\VWHPWRDQHZZRUNLQJ publicly maintained municipal system. Additionally, new PG&E service meters are needed to supply power to the new irrigation controller and water features to segregate them from the private former golf facility. 'RZQWRZQ$OOH\5HKDELOLWDWLRQ
BKF is providing the civil engineering and land surveying services associated with the rehabilitation Midway and Parkway, and each City Street crossing location for the two alleyways, including the start and end points. BKF SURYLGHGWKHÀHOGZRUNWRSUHSDUHDWRSRJUDSKLFPDSIRUWKHSURMHFW VLWH2XUVHUYLFHVDOVRLQFOXGHXWLOLW\RXWUHDFKDQGSDYHPHQWHYDOXDWLRQ and reconstruction, sewer and water replacement, preparation of plans, VSHFLÀFDWLRQVDQGHVWLPDWHDQGFRQVWUXFWLRQVXSSRUW
BKF with BCA, Parihk and AEC provided engineering services for the development of a SPR and PS&E for SR 4 Widening Project from Contra /RPD%RXOHYDUGWR*6WUHHW2YHUFURVVLQJZKLFKZLGHQHG65WRDQODQH freeway. BKF, CCTA, Caltrans and BART worked closely together to develop the widening and interchange improvements to accommodate the future H[WHQVLRQRI%$57LQWKHPHGLDQ6RPHVLJQLÀFDQWSURMHFWIHDWXUHVLQFOXGHG modifying the Contra Loma Boulevard partial interchange to a tight diamond FRQÀJXUDWLRQUHFRQVWUXFWLQJWKH*6WUHHWSDUWLDOLQWHUFKDQJHWRDORFDO overcrossing without direct access to SR 4 and improving several adjacent local streets with complete street concepts. The project also included bridge replacements, retaining wall and sound wall installations, major gas and electrical utility relocations, wetland mitigations in the vicinity of West Antioch Creek, and the installation of a 10’ diameter culvert crossing SR 4.

BKF developed several alternatives for the widening and interchange design WRPLQLPL]HURZLPSDFWVDQGDFFRPPRGDWHWKHFRQVWUDLQWVGXHWRWKHKHDYLO\ developed commercial and residential building within the corridor. BKF assisted and participated in several community meetings discussing aesthetic enhancements along the corridor. BKF also worked and coordinated with multiple designers that provided related engineering and construction services for projects within the corridor, as well as the City of Antioch and Caltrans insured continuity with the interrelated construction and staging issues.

COST
Varied

COMPLETION DATE
2019-2022

REFERENCE
City of Brentwood
Lori Sanders
-RH2GU]\ZROVNL
Meghan Laporta

KEY STAFF
Davis Thresh, PLS
Dan Schaefer
COST
Varied

COMPLETION DATE
2019-2022

REFERENCE
Susan Miller Director, Projects
Contra Costa County
Transportation Authority (CCTA)


2DN5RDG6XLWH
Walnut Creek, CA 94597
925.256.4736
[email protected]

KEY STAFF
Davis Thresh, PLS
$OYDUR2MHGD
Walter Stemberga










 


C.4.j
Packet Pg. 509 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

SUBMITTAL APPROACH / PROJECT EXPERIENCE
SOQ for Survey & Related Services for Infrastructure
Projects  BKF ENGINEERS

CITY OF OAKLAND ON-CALL SURVEYING
Oakland, CA
%.)VLJQHGDQDJUHHPHQWZLWKWKH&LW\RI2DNODQGIRU2Q&DOO/DQG 6XUYH\LQJ6HUYLFHV
(රHFWLYH)HEUXDU\
WR-DQXDU\
7KH
FRQWUDFWDPRXQWLVQRWWRH[FHHG
7KHÀUVWWDVNRUGHUZDVWR
perform Subdivision Map Reviews. BKF provided technical map reviews IRUÀYH

3DUFHO0DSVDQGZHUHUHTXLUHGWRFKHFNWKHQRUPDOMXUDWVRI WKHFRYHUVKHHW
LH2ZQHUV&LW\6XUYH\RU&LW\(QJLQHHUV6WDWHPHQW Surveyor’s Statement, Clerk of the Board of Supervisors and Recorders Statements and Title for clarity, continuity and content). The assigned professional land surveyor was required to address complex boundary resolutions by applying knowledge in boundary control and legal principles XWLOL]LQJHYLGHQFHDQGSURFHGXUHVIRUERXQGDU\ORFDWLRQV 2Q$XJXVW%.)SHUIRUPHGDODVHUVFDQQLQJVXUYH\WRSUHSDUHWKH base map for the city’s transportation engineers. The topographic map will include contour lines, spot elevations, and a line work showing existing conditions of 3 busy intersections. Using the Leica P40 equipment, we were DEOHWRJDWKHUWKHLQIRUPDWLRQVDIHO\DQGPRUHH඼FLHQWO\6LQFHWKHODVHU scanner collected millions of points in the point clout, we can extract the SRLQWVRILQWHUHVWVZLWKRXWQHHGLQJWRJREDFNRQWKHÀHOGZKLFKVDYHVWKH FOLHQWDORWRIPRQH\RQWKHPRELOL]DWLRQ
COST
NTE $950,000

COMPLETION DATE
2019-2022

REFERENCE
Raymond Hebert, City Surveyor
'27*UHDW6WUHHWV'LYLVLRQ
Surveying Services
&LW\RI2DNODQG
)UDQN2JDZD3OD]D6WH
2DNODQG&$

510.238.7042
[email protected]

KEY STAFF
Ben Santos, PLS
Davis Thresh, PLS
Walter Stemberga CITY OF PALO ALTO ON-CALL SURVEYING
Palo Alto, CA
,Q%.)EHJDQSURYLGLQJ2Q&DOO6XUYH\LQJ6HUYLFHVWRWKH&LW\RI3DOR Alto. BKF’s three-year term contract is $450,000. As consultants, BKF is able to provide technical review of survey and land use/development related documents, and act as city surveyors. BKF has provided street topographic surveys and base maps for the Page Mill Road Safety Improvement Project, together with other miscellaneous streets in Palo Alto. Recently BKF performed surveys at the Baylands Athletic Center, a 6 acre facility within the Baylands Nature Preserve. BKF also prepared a plat and legal description for a sidewalk easement at University Avenue and is currently assisting city engineers to create another street light easement along Arastradero Road near Gunn High School.

BKF was also awarded the 2020-2021 Utility Survey for the Palo Alto Utility Department. This project will include 55,000 linear feet (11+/- miles) of street topographic surveying. The survey tasks include GPS control surveys and using conventional robotic total stations, locating gas meters on every residential house, and mapping all utilities on the streets as per designated areas. The elevations on street cross sections are also provided for reference to the utility ground cover. Invert elevations are provided for storm and sewer pipelines, and also depth of water valve or gas valve relative to the pavement elevations. The survey data submitted is formatted with City of Palo Alto feature codes and is available to be imported into their CAD and GIS software.

COST
$450,000

COMPLETION DATE
2017-2020

REFERENCE
Holly Boyd, Senior Engineer
City of Palo Alto, Public Works
Department
250 Hamilton Avenue
Palo Alto, CA 94301
650.329.2612
[email protected]

KEY STAFF
Davis Thresh, PLS
Ben Santos, PLS










 


C.4.j
Packet Pg. 510 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

SUBMITTAL APPROACH / PROJECT EXPERIENCE
SOQ for Survey & Related Services for Infrastructure
Projects 

BKF ENGINEERS

CITY OF BERKELEY ON-CALL SERVICES
Berkeley, CA

CITY OF MOUNTAIN VIEW ON-CALL SURVEYING
(2019-2021)
Mountain View, CA
BKF has been providing on-call survey services to the City of Berkeley to RරVHWWKH&LW\VWDර·VGHPDQGLQJZRUNVFKHGXOHDQGNHHSGHVLJQSURMHFWVRQ schedule for many years.

Survey Services Included:
- Topographic surveys for the design of various capital improvement projects including storm drain sewers, sanitary sewers, streets, parks and miscellaneous building projects
- Providing property line information, bench marks, reference City monuments and locating property corners
- Providing locations of existing utilities and other surface features/ structures
- GPS control surveys and monitor surveys
- Construction staking
Projects Include:

Ward-MLK Construction Staking
Monument Referencing
The City of Mountain View selected BKF to provide survey services to assist the Public Works Department for two current projects, and for general on-call survey services.
&DVWUR6WUHHW$'$,PSURYHPHQW/DVHU6FDQQLQJ6XUYH\


%.)SHUIRUPHGDKLJKGHÀQLWLRQODVHUVFDQQLQJRI&DVWUR6WUHHWLQGRZQWRZQ Mountain View. The project surveyors prepared a base map in Civil 3D CAD format after extracting “points of interest” from a massive point cloud with ELOOLRQVRISRLQWVFROOHFWHGIURPWKHÀHOGVXUYH\:HFDSWXUHGDOOJUDGHEUHDNV and topographic features that are critical for the ADA ramps’ design. The EHQHÀWRIWKHSRLQWFORXGLVLIWKHFLYLOHQJLQHHUVUHTXLUHPRUHSRLQWVIRUWKHLU design development, we can just extract more points on the point cloud which saves us time and money for the project. This is an excellent project approach for ADA surveys requiring a tight grid of points for evaluating existing grades/ slopes on sidewalks and ramps.
0RXQWDLQ9LHZ5HFRORJ\


BKF performed a topographic survey to prepare a base map showing existing site conditions. Project surveyors plotted the boundary lines and easements based on the title report to help design engineers with their limits of work.

COST
$450,000

COMPLETION DATE
2017-2020

REFERENCE
Baird Barton, Chief of Party
City of Berkeley,
Public Works Department
1947 Center Street, 4th Floor
Berkeley, CA 94704
510.981.6414
[email protected]

KEY STAFF
Walter Stemberga
Davis Thresh, PLS
COST
Varied

COMPLETION DATE
2019-2021

REFERENCE
Van Dang, Assistant Engineer
Capital Projects Section, City of
Mountain View, Public Works
Department
500 Castro Street
Mountain View, CA 94039
650.903.6300
[email protected]

KEY STAFF
Davis Thresh, PLS
Ben Santos, PLS
Ronald Ver, PLS










 


C.4.j
Packet Pg. 511 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

SUBMITTAL APPROACH / PROJECT APPROACH
SOQ for Survey & Related Services for Infrastructure
Projects  BKF ENGINEERS

PROJECT UNDERSTANDING &

PROJECT APPROACH
It is BKF’s understanding that the City of Brentwood is ORRNLQJWRUHWDLQDTXDOLÀHGFRQVXOWLQJÀUPWRSURYLGH professional land surveying services. Based on the RFQ, BKF understands the items of work to be performed
under this contract will be individually negotiated
DVWKHQHHGIRUVHUYLFHVDULVHDQGZLOOEHDXWKRUL]HG in writing by the City. It is BKF’s goal to become a
VHDPOHVVH[WHQVLRQWRWKH&LW\·VVWDරRරHULQJODQG
surveying support to the City.

BKF also understands that the scope of work may
include, but is not limited to the following services:
a. Reset survey monuments disturbed or removed
during construction.
%.)FDQSHUIRUPWKHÀHOGVXUYH\WRWLHPRQXPHQWV
that may be disturbed during construction and we
FDQÀOHSUHFRQVWUXFWLRQFRUQHUUHFRUGVDQGSRVW
construction corner records. We can also set nail
straddlers to guide contractors in re-establishing or
installing monument wells
b. Perform topographic survey and prepare,
coordinate layout map and plot base map
separate or combined.

BKF can perform topographic surveys to prepare
base maps of designated areas to show existing
conditions and support the design of engineers,
architects and planners. The topographic surveys
may be obtained using digital photogrammetry
and aerial surveys, or using our total stations and
laser scanners with ground surveys. We can also
opt to use our drones/unmanned aerial vehicles for
surveying and preparing base maps
c. Take street cross sections at given intervals,
change in grade/alignment and plot cross
sections.

BKF can perform street topographic surveys
showing cross sections of the street at a given
interval. The alignment and cross sections can be
processed in Autodesk Civil 3D software.
d. Set construction stakes for street improvement
projects.

BKF can perform construction staking for street
improvement projects.
e. Set construction stakes for sewer and storm
drain projects.
f. Set rough and finish grade stakes, and perform
earthwork volume calculations.
g. Perform building layout and set building stakes.
h. Perform rough and finish grade verification,
certify building pad and finish floor.
i. Provide all necessary office and field
documentation to City in a timely manner such
as grade sheets and survey notes.

BKF can perform construction staking services
IRUWKH&LW\SURMHFWV%.)·VÀHOGDQGR඼FH
personnel understand how to work closely with
contractors,designers, and owners to ensure the
intricate details are not overlooked to help ensure
that a project is successful.
j. Survey, prepare, and draft legal description and
plats for the grant of permanent or temporary
easements.

BKF can prepare the plat and legal description
for easements. We can prepare the exhibits and
documents required for granting temporary and
permanent easements. We will include closure
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the mathematical closure.
k. Attend meetings and provide technical advice
when required.

BKF may attend meetings in person or provide
consultation and technical advice through online
virtual meetings like Zoom or Microsoft Teams.
l. Perform Global Positioning System Surveys.

BKF has capability to perform Global Navigation
Satellite Systems (GNSS) Surveys using the latest
real-time kinematic (RTK) methods, or static
observations with post-processing of data using
Trimble Business Center. BKF has at least 12 GPS
units, which include Leica GS-18T units and Trimble
R10s.
m. Right-of-Way Surveys – includes research,
locating, staking and monumentation of rightof- way, centerlines, and easement lines and preparing and filing required maps and corner
records.

BKF can perform Right-of-Way Surveys and
can assist on the research, staking, monument
SUHVHUYDWLRQDQGÀOLQJ5HFRUGRI6XUYH\VDQG










 


C.4.j
Packet Pg. 512 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

SUBMITTAL APPROACH / PROJECT APPROACH
SOQ for Survey & Related Services for Infrastructure
Projects  BKF ENGINEERS
Corner Records. BKF has extensive experience
working on Caltrans projects including Highway
4 widening project. We can help on coordinating
the encroachment permits and preparation of
easements and other exhibits.
n. Control Survey – horizontal and vertical including
project control surveys and aerial mapping
control surveys.

BKF can perform control surveys to establish
KRUL]RQWDODQGYHUWLFDOFRQWUROSRLQWVIRUWKH
project site. We can set and survey ground control
points for supporting photogrammetry and aerial
surveys.
o. File the respective maps, easements, deeds,
records with the Contra Costa Recorder’s Office
as required by the Land Surveyor’s Act.
%.)ZLOOÀOHWKH5HFRUGRI6XUYH\VDQG&RUQHU
Records to the Contra Costa County to Surveyor in
conformance with the Professional Land Surveyors
(PLS) Act.

:KHQDSSOLFDEOH&LW\ZLOODGGLWLRQDOO\UHTXLUHWKH
VXUYH\GDWDWREHSURYLGHGLQDGLJLWDOGUDZLQJÀOH
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BKF technicians are skilled in the use of AutoCAD Civil 3D software and are able to map topographic surveys,
prepare plat maps, plot surface features, plot crossVHFWLRQVDQGSUHSDUHVXUIDFHÀOHVIRUFRQWRXULQJDQG SURÀOHV2XUVWDරLVXVHGWRSUHSDULQJGRFXPHQWVXVLQJ agency standard and CAD layer conventions.

PLAN CHECKING SERVICES
%.)VWDරDUHIDPLOLDUZLWK&LW\6XUYH\RUWDVNVDQG
have performed map checking and quality control for
many Cities and Counties across California. As on-call
surveyors, we have provided map checking support for
WKH&LW\RI2DNODQG&LW\RI3DOR$OWR&LW\RI&XSHUWLQR City of San Rafael, among others. These tasks may
include checking of Lot Line Adjustments, Parcel
Merger/Lot Consolidations, Parcel Maps, and Final
Maps to make sure they comply with the Subdivision
Map Act (SMA).










 


C.4.j
Packet Pg. 513 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

SUBMITTAL APPROACH / PROJECT APPROACH
SOQ for Survey & Related Services for Infrastructure
Projects  BKF ENGINEERS

TASK ORDER FLOWCHART
%.)7($0

• Assign staff
• Review scope
• Review Budget
• Review City Standards
• Implements QA/QC
Plan
• Notify City Community
2XWUHDFK
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7$6.25'(5
&,7<6&23(
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7KHIROORZLQJÁRZFKDUWVKRZVWKHVWHSVZKLFKZLOOEHWDNHQRQ&LW\WDVNRUGHUV %.) &,7<
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• Evaluate7DVN2UGHU$VVLJQPHQW
• Evaluate Expertise & Personnel
Required
• Evaluate Current/Future Workload
• Evaluate QA/QC Measures Required
• Estimate Required Budget
• Evaluate City’s Community
2XWUHDFK5HTXLUHPHQWV
%.)7($0

• Project Manager and lead
engineers meet with staff and other
stakeholders to discuss scope,
challenges, constraints, budget and
any additional City needs
• 2IILFHVWDIIFRPSOHWHUHVHDUFK
and prepare survey requests (as
needed)
• Project Manager meets with
subconsultants to review tasks
and schedule
• Field crew perform survey work
• QA/QC of field work is monitored
and checked by project supervisor
• Project Manager assigns work to
junior staff and performs QA/QC
• Coordination with subconsultants
and surveyors to complete tasks
and incorporate cohesive design
components
• Completed design reviewed by
Project and QA/QC Managers
&,7<%.)7($0

• BKF Team meets with City to discuss
project deliverable and brainstorm
future alternatives for quicker delivery










 


C.4.j
Packet Pg. 514 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) SOQ for Survey & Related Services for Infrastructure
Projects BKF ENGINEERS 

SUBMITTAL APPROACH / QUALITY OF WORK

SAMPLE TOPOGRAPHIC SURVEY










 


C.4.j
Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

SUBMITTAL APPROACH / QUALITY OF WORK
SOQ for Survey & Related Services for Infrastructure
Projects  BKF ENGINEERS

REQUIRED STATEMENTS

AGREEMENT PROVISIONS
%.)KDVUHYLHZHGDQGWDNHVQRH[FHSWLRQVWRWKH&LW\·V3URIHVVLRQDO6HUYLFHV $JUHHPHQWZKLFKZDVSURYLGHGLQWKH5HTXHVWIRU4XDOLÀFDWLRQV

CONFLICT OF INTEREST
%.)KDVQRFRQÁLFWVUHJDUGLQJWKLVZRUN%.)KDVQRZRUNLQJUHODWLRQVWKDWPD\ EHSHUFHLYHGDVDFRQÁLFW

SAMPLE RECORD OF SURVEY










 


C.4.j
Packet Pg. 516 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

ATTACHMENTS
SOQ for Survey & Related Services for Infrastructure
Projects BKF ENGINEERS
('8&$7,21
Surveying, Diablo Valley
College, CA
5(*,675$7,21
Professional Land
Surveyor, CA No. 6868
727$/<($56

EXPERIENCE
\HDUVZLWKÀUP

DAVIS THRESH, PLS

PRINCIPAL-IN-CHARGE
Davis is a survey principal, overseeing BKF’s survey group. His survey experience spans 38 years. Throughout his tenure with BKF, he has played a key role in many projects in both the public and private sectors. His responsibilities involves project management of all survey projects including scheduling, budget tracking, GLVSDWFKLQJVXSHUYLVLRQRIFUHZVDQGFRRUGLQDWLRQRIWKHR඼FHDQGÀHOG surveyors. Davis has directly overseen the topographic surveys, construction VWDNLQJVXUYH\DQGULJKWRIZD\DFTXLVLWLRQDQGPDSSLQJIRUPDQ\RIWKHÀUP·V roadway and highway projects.

SELECT PROJECT EXPERIENCE
&LW\RI%HUNHOH\2Q&DOO6XUYH\LQJ
Services
Berkeley
&LW\RI2DNODQG2Q&DOO0DS&KHFNLQJ
2DNODQG
&LW\RI3DOR$OWR2Q&DOO6XUYH\LQJ
Palo Alto
SR 4 East Widening, Contra Loma Blvd
to G Street
Antioch
$ODPHGD&RXQW\:DWHU'LVWULFW2Q&DOO
Surveying Services
Berkeley
Redwood City Basins 5G + DT2
Redwood City
&RXQW\RI$ODPHGD2Q&DOO6HUYLFHV
Alameda County
Warm Springs/Fremont Boulevard
Surveying
Fremont
Central Contra Costa Sanitary Sewer
2Q&DOO
Central Contra Costa County
%$576XUYH\ 52:
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San Mateo County
'HSRW6WUHHW%HDXWLÀFDWLRQ3URMHFW
Morgan Hill
Dixon Street Improvements
Hayward
East 14th Streetscape Phase 2 & 3
Hayward
El Camino Hospital South Drive
Improvements
Mountain View
BART Extension: Colma to San
Francisco Airport Survey Services
Colma to San Francisco
Blossom Hill Rd. Improvements
Los Gatos
C2 Trail Arrastradero Road
Los Altos Hills
C-2 Trails - Arastradero Road to Los
Altos City Limits
Los Altos Hills
Los Altos First Street Streetscape
Los Altos
Los Gatos Downtown Street
Improvements
Los Gatos
0D\ÀHOG,PSURYHPHQWV
Palo Alto
Midtown North Main Street
Improvements Project Phase II
Milpitas










 


C.4.j
Packet Pg. 517 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

ATTACHMENTS
SOQ for Survey & Related Services for Infrastructure
Projects BKF ENGINEERS
('8&$7,21
B.S. Geodetic
Engineering, University
of the Philippines
Diliman
5(*,675$7,21
Professional Land
Surveyor, CA No. 9251
727$/<($56

EXPERIENCE
\HDUVZLWKÀUP

BEN SANTOS, PLS

PROJECT MANAGER
Ben has 20 years of professional experience in surveying. He is a licensed Geodetic Engineer with experience in control surveys and ground deformation studies. His responsibilities include preparation of Topographic Surveys, 'LරHUHQWLDO/HYHOLQJ6XUYH\V$/7$16366XUYH\V%RXQGDU\6XUYH\V6XEGLYLVLRQ 0DSV(OHYDWLRQ&HUWLÀFDWHV&RUQHU5HFRUGV5HFRUGRI6XUYH\0DSV3ODWV  Legal Descriptions. In coordination with the team, Ben performs a variety of tasks including research, post-processing, survey calculations, and gives expert advice to the success of survey projects. He has extensive experience in the last ÀYH\HDUVZLWKZDWHUSLSHOLQHUHSODFHPHQWSURMHFWVSUHSDULQJPLOHVRI base mapping while working with design-build companies and local government agencies.

SELECT PROJECT EXPERIENCE
&LW\RI%HUNHOH\2Q&DOO6XUYH\LQJ
Services
Berkeley
&LW\RI2DNODQG2Q&DOO0DS&KHFNLQJ
2DNODQG
&LW\RI3DOR$OWR2Q&DOO6XUYH\LQJ
Palo Alto
$ODPHGD&RXQW\:DWHU'LVWULFW2Q&DOO
Surveying Services
Berkeley
Redwood City Basins 5G + DT2
Redwood City
Redwood City Water Surveys
Redwood City
City of Palo Alto On-Call Surveying
Palo Alto
6RXWK6DQ)UDQFLVFR2Q&DOO6XUYH\
0DSSLQJ52:6HUYLFHV


South San Francisco
City of San Jose Surveying and
Mapping Services
San Jose
0RXQWDLQ9LHZ2Q&DOO6XUYH\
(2019-2021)
Mountain View
6DQWD&ODUD2Q&DOO6XUYH\LQJ*,6 
Utility Locating (2020-2023)
Santa Clara
&XSHUWLQR2Q&DOO6XUYH\LQJ6HUYLFHV
Cupertino
6DQWD&ODUD2Q&DOO6XUYH\LQJ*,6 
Utility Locating (2020-23)
Santa Clara
6RXWK6DQ)UDQFLVFR2Q&DOO6XUYH\
0DSSLQJ52:6HUYLFHV


South San Francisco
Livermore-Pleasanton Fire Station #3
Pleasanton
Gilroy Downtown Monterey Rd.

Rehabilitation
Gilroy
Sharon Road Sidewalk Project
Menlo Park
San Jose Water Company
San Jose
West Valley Construction, Street
Topographic Surveys for Pipeline
Replacement
San Jose
City of San Rafael MSA- Plan Check
Services
San Rafael










 


C.4.j
Packet Pg. 518 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

ATTACHMENTS
SOQ for Survey & Related Services for Infrastructure
Projects BKF ENGINEERS
5(*,675$7,21
Professional Land
Surveyor, CA No. 8744
$)),/,$7,216
California Land
Surveyors Association
(CLSA)
Chapter President,
Central Valley Chapter
American Concrete
Institute (ACI)
117 Tolerances
Committee, Voting
Member
727$/<($56

EXPERIENCE
\HDUVZLWKÀUP

WILL PAUL, PLS

CONSTRUCTION STAKING LEAD
Will is a project manager for BKF’s survey division. He has been in the survey profession since 2000 and earned his professional land surveyor license in :LOOVSHFLDOL]HVLQLPSOHPHQWLQJWKHODWHVWWHFKQRORJLHVLQFOXGLQJ' laser scanning, BIM, and unmanned aerial systems to tackle complex surveying FKDOOHQJHV+HKDVVXFFHVVIXOO\PDQDJHGVXUYH\WHDPVRQPDQ\KLJKSURÀOH projects throughout California. His responsibilities at BKF include supervision of ÀHOGDQGR඼FHSHUVRQQHOEXGJHWLQJDQGTXDOLW\DVVXUDQFH

SELECT PROJECT EXPERIENCE
11965 San Pablo Street ALTA Survey
El Cerrito
$032576$QWLRFK7RSRJUDSKLF6XUYH\
Antioch
Deer Ridge Frontage Landscaping
Improvements
Brentwood
Delta Coves, Bethel Island
2DNOH\
0DUWLQH]7DQN$VEXLOW 0DUWLQH]
Riverside Elementary School
San Pablo
San Francisco Bay Trail-Point Pinole to
Wilson Point
Richmond
6KHOO0DUWLQH]5HÀQHU\
0DUWLQH]
WC Transit Village, The Waymark
Walnut Creek
WCW Sewer Replacement for Tara
Hills, San Pablo, Lower San Pablo, El
Sobrante
Richmond
Center Street Parking Garage
Berkeley
&DOWUDQV'2Q&DOO6XUYH\LQJ
2DNODQG
+6,3
2DNODQG3HGHVWULDQ&URVVLQJ
Surveys
2DNODQG
Water Lines Replacement-Wineberry &
Canterbury Area (16-W017)
Dublin
Redwood City Water Surveys
Redwood City
6WDQLVODXV&RXQW\2Q&DOO&LYLO6XUYH\
Modesto
Madera County Hall of Justice
Madera
New Sacramento Courthouse
Sacramento
Alchemy at 34th
Sacramento
901 Cherry (YouTube), Ramp & Grading
San Bruno
901 Cherry Ave Bus Stop
San Bruno
Petaluma North McDowell Complete
Streets
Petaluma
7034 Alta Parking Structure
Mountain View










 


C.4.j
Packet Pg. 519 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

ATTACHMENTS
SOQ for Survey & Related Services for Infrastructure
Projects BKF ENGINEERS
('8&$7,21
B.S., International
Business, California
State University, San
Francisco
A.A., Computer Aided
Drafting & Design, ITT
Technical Institute
727$/<($56

EXPERIENCE
\HDUVZLWKÀUP

WALTER STEMBERGA

QA/QC MANAGER
Walter is a Survey Manager, overseeing BKF’s Pleasanton survey group.

Throughout his tenure with BKF, he has played a key role in many projects, in both the public and private sectors. His responsibility involves project management of all survey projects including scheduling, budget tracking, GLVSDWFKLQJVXSHUYLVLRQRIFUHZVDQGFRRUGLQDWLRQRIWKHR඼FHDQGÀHOG surveyors. He has directly overseen the topographic surveys and construction staking survey for many projects.

SELECT PROJECT EXPERIENCE
&LW\RI%HUNHOH\2Q&DOO6XUYH\LQJ
Services
Berkeley
&LW\RI2DNODQG2Q&DOO0DS&KHFNLQJ
2DNODQG
SR 4 East Widening, Contra Loma Blvd
to G Street
Antioch
Antioch L Bikeway Street PS&E
Antioch
Black Diamond Lidar
Antioch
Black Diamond Mine Surveying
Services
Antioch
ACWD Ground Survey Monitoring
Surveys
Fremont
City of Mountain View Surveying
Services
Mountain View
Palo Alto Utility Surveys
Palo Alto
SFPUC Surveying & Row Engineering
for WSIP
San Francisco
Raw Water Pipeline Extension
Brentwood
San Pablo City Hall
San Pablo
CMDTRA Land Surveying
Clayton
2DNOH\5HFUHDWLRQ&HQWHU3URMHFW
2DNOH\
Marina Bay Parkway Grade Separation
Richmond
Bishop Ranch 680 Freeway Identity
San Ramon
Laurel Road Widening Project
2DNOH\
2DN3DUNDQG0RQWLFHOOR,PSURYHPHQWV
Pleasant Hill
2DNOH\'RZQWRZQ3DUNLQJ/RW6WXG\
2DNOH\
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6LJQDOL]DWLRQ
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Arlington/Brewster PS&E
El Cerrito
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Improvement Project
El Cerrito
2DNOH\'RZQWRZQ0DLQ6WUHHW
Improvements
2DNOH\










 


C.4.j
Packet Pg. 520 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

ATTACHMENTS
SOQ for Survey & Related Services for Infrastructure
Projects BKF ENGINEERS
('8&$7,21
B.S., Geospatial
Engineering, (ABET
accredited), California
State Polytechnic
University, Pomona
5(*,675$7,21
Professional Land
Surveyor, CA No. 9592
727$/<($56

EXPERIENCE

\HDUVZLWKÀUP

RON VER, PLS

PROJECT SURVEYOR
Ron is a professional land surveyor with over 8 years of survey related experience in performing boundary and topographic surveys, monitoring surveys, ALTA survey, Record of Survey, Tentative/Final Maps, and Annexation Maps. He has H[SHUWLVHLQPDQDJLQJVFKHGXOHVSUHSDULQJSURMHFWVIRUÀHOGRSHUDWLRQVDQG FRRUGLQDWLRQZLWKFOLHQWVSURMHFWPDQDJHUVSDUW\FKLHIVDQGGUDIWLQJVWDර5RQ DOVRDVVLVWVHQJLQHHULQJVWDරVXUYH\VWDරVFKHGXOHUVDQGWHFKQLFDOGUDIWHUV He prepares legal descriptions, monuments preservation documents, plot right-of-way lines, performs least square adjustment control surveys, and other miscellaneous land surveying tasks for each project.

SELECT PROJECT EXPERIENCE
Alameda County Water District
Ground Survey Monitoring Survey
Fremont
City of Mountain View On-Call
Surveying Services
Mountain View
City of Redwood City %DVLQV* '7
Project
Redwood City
City of San Rafael On-Call Plan Check
Services
San Rafael
ACWD Ground Survey Monitoring
Surveys
Fremont
ACWD Ohlone-SW-ACFC
Newark
Castro Street ADA Survey
Mountain View
City of San Rafael MSA- Plan Check
Services
San Rafael
City of San Rafael Plan Check Services
San Rafael
Cupertino On-Call Surveying Services
- Service Order #1
Cupertino
HSIP-9 Oakland Pedestrian Crossing
Surveys
2DNODQG
Palo Alto Utility Survey 2021
Palo Alto
Redwood City Water Surveys
Redwood City
Hopkins Avenue
Redwood City
City of Santa Clara Monument
Preservation
Santa Clara
Hopkins Avenue
Redwood City
Cubberley Community Center
Palo Alto
0RઊHWW3DUN%DVH0DSSLQJ
Mountain View
)UHPRQW8QLÀHG6FKRRO'LVWULFW
Kennedy High School Modernization -
Topographic Survey
Fremont










 


C.4.j
Packet Pg. 521 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

ATTACHMENTS
SOQ for Survey & Related Services for Infrastructure
Projects BKF ENGINEERS
&(57,),&$7,21
5HPRWH3LORW&HUWLÀFDWH
No. 4087718
727$/<($56

EXPERIENCE
\HDUVZLWKÀUP

JESSE GUTIERREZ

LASER SCANNING SPECIALIST
+HZLOOEHUHVSRQVLEOHIRUFRPSOHWLQJWKHÀHOGDFWLYLWLHVLQFRQIRUPDQFHZLWK&LW\ RI%UHQWZRRGVWDQGDUGV+HZLOODOVRSURFHVV+LJK'HÀQLWLRQVFDQQHUGDWDDQG GHYHORSULJKWRIZD\$XWR&$'ÀOHV

SELECT PROJECT EXPERIENCE
0W'LDEOR%RXOHYDUG
Walnut Creek
Grant/East Streets Pavement
Rehabilitation
Concord
%ODFN'LDPRQG0LQH6XUYH\LQJ
Services
Antioch
3* (5LFKPRQG*DV2SV<DUG
Richmond
3DUU%RXOHYDUG
Richmond
AMCAL Antioch
Antioch
Walnut Creek Transit Village - The
Waymark
Walnut Creek
Tesla V18 Intersection - Survey
Fremont
Tesla Castings Area
Fremont
-DFN/RQGRQ6TXDUH6WDLU6FDQ
Model
2DNODQG
%HUNHOH\+LJK6FKRRO7KHDWHU'
Scan
Berkeley
South Shore Alameda - Scanning
Alameda
*RRJOH86%XLOGLQJ6FDQV
Mountain View
181 Fremont 40th Floor Scan
San Francisco
950 Market Street Scan
San Francisco
6)2,QWHUQDO7HUPLQDO6FDQ%,0
San Francisco
6DOHVIRUFH7RZHU%;30RQLWRULQJ
Scan
San Francisco
Piedmont Gardens Senior Living
2DNODQG


0RXQWDLQ%RXOHYDUG
2DNODQG
Water Lines Replacement - Wineberry
&DQWHUEXU\$UHD
Dublin
Laney College Central Utility Plant
Upgrade
2DNODQG
FUSD Thornton Junior High School
Topographic Survey
Fremont
Acheson Commons - Land Surveying
Berkeley
:HVW2DNODQG%$576WDWLRQ$OWD 
Mixed Use
2DNODQG










 


C.4.j
Packet Pg. 522 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

ATTACHMENTS
SOQ for Survey & Related Services for Infrastructure
Projects BKF ENGINEERS
727$/<($56

EXPERIENCE
\HDUVZLWKÀUP

ALVARO OJEDA

PARTY CHIEF
$OYDURZLOOVHUYHDV6XUYH\3DUW\&KLHI+HZLOOVXSSRUWWKHWHDPLQWKHÀHOGE\ performing boundary reconnaissance and investigation, topographic mapping and construction staking using the latest technology available.

SELECT PROJECT EXPERIENCE
Palo Alto Utility Survey 2021
Palo Alto
Palo Alto Utility Surveys
Palo Alto
%HUNHOH\2Q&DOO6XUYH\6HUYLFHV
Berkeley
Oakley Downtown Parking Lot Study
2DNOH\
SR 4 East Widening, Contra Loma
%RXOHYDUGWR*6WUHHW
Antioch
5LFKPRQG7UDQVLW9LOODJH%LF\FOH 
Pedestrian Linkages
Richmond
Oakland Sidewalk and Curb Ramp
Design
2DNODQG
Merritt Community College
Topographic
2DNODQG
'XUDQW%HUNHOH\6XUYH\
Berkeley
0HWD%D\VKRUH5'/RW
Redwood City
Ale Trail Access Improvements
San Leandro
Saratoga Via Regina Road
Improvements
Saratoga
Lindsay Tract Roadway
Newark
899 Kifer Garage
Sunnyvale
'XEOLQ%RXOHYDUG1RUWK&DQ\RQV
Parkway Extension
Dublin
Tassajara Road Gap Closure
Dublin
Saratoga ADA Compliance
Saratoga
Fruitvale Alive/Gap Closure
2DNODQG
Saratoga Village Turnaround
Saratoga
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Packet Pg. 523 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

ATTACHMENTS
SOQ for Survey & Related Services for Infrastructure
Projects BKF ENGINEERS
-HරSURYLGHVVHQLRUOHYHOSODQQLQJGHVLJQDQGLPSOHPHQWDWLRQIRUDOOSURMHFWV He brings 30 years of mapping experience, with expertise in CAD-related aspects of planimetric mapping, terrain modeling and orthoimagery. He has provided support on a variety of design level engineering projects and also plays a critical role in the integration of conventional photogrammetric DTM and planimetric mapping with other data sources such as LiDAR, cross section survey data, and bathymetric data. Such integration of data from varying sources requires careful attention to data formats and interoperability of software. He is responsible for the independent quality inspection and vector editing of mapping data.

Additionally, his depth of understanding related to Autocad and Microstation data IRUPDWVLVHVVHQWLDOZKHQZRUNLQJZLWKVSHFLÀFDWLRQVUHODWHGWR&DOWUDQV86$&( DQGRWKHUDJHQFLHVZLWKVSHFLÀFUHTXLUHPHQWV

RELEVANT EXPERIENCE
- Uvas and Chesbro Reservoirs, Santa Clara County, CA
- 2388 Mariner Square, Alameda, CA
- 8&6&)DPLO\6WXGHQW+RXVLQJ6DQWD&UX]&RXQW\&$
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Packet Pg. 524 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 









 


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Packet Pg. 525 Attachment: BKF Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

BKF ENGINEERS

PROFESSIONAL SERVICES RATE SCHEDULE
EFFECTIVE MARCH 28, 2022

CLASSIFICATION HOURLY RATE

PROJECT MANAGEMENT
Principal/Vice President $272.00
Senior Associate/Vice President $244.00
Associate $237.00
Senior Project Manager | Senior Technical Manager $237.00 Project Manager | Technical Manager $231.00
Engineering Manager | Surveying Manager | Planning Manager $213.00

TECHNICAL STAFF
Senior Project Engineer | Senior Project Surveyor | Senior Project Planner $198.00 Project Engineer | Project Surveyor | Project Planner $174.00 Design Engineer | Staff Surveyor | Staff Planner $151.00 BIM Specialist I, II, III $151.00 - $174.00 - $198.00
Technician I, II, III, IV $144.00 - $153.00 - $168.00 - $181.00 Drafter I, II, III, IV $113.00 - $124.00 - $134.00 - $149.00 Engineering Assistant | Surveying Assistant | Planning Assistant $94.00

FIELD SURVEYING
Survey Party Chief $198.00
Instrument Person $170.00
Survey Chainperson $127.00
Utility Locator I, II, III, IV $103.00 - $146.00 - $175.00 - $199.00 Apprentice I, II, III, IV $78.00 - $105.00 - $116.00 - $123.00

CONSTRUCTION ADMINISTRATION
Senior Consultant $259.00
Senior Construction Administrator $225.00
Resident Engineer $167.00
Field Engineer I, II, III $151.00 - $174.00 - $198.00

PROJECT ADMINISTRATION
Project Coordinator $126.00
Senior Project Assistant $109.00
Project Assistant $96.00
Clerical | Administrative Assistant $81.00
Expert witness rates are available upon request.

Subject to the terms of a services agreement:
x 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.
x Allowable mileage will be charged at the prevailing IRS rate per mile. x Monthly invoices are due within 30 days from invoice date. Interest will be charged at 1.5% per month on past due accounts.
x The rates shown are subject to periodic increases, including January 1st of each year. 









 


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Packet Pg. 534 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)


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C.4.k
Packet Pg. 535 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

SURVEY AND RELATED

SERVICES FOR

INFRASTRUCTURE PROJECTS
5673 W. LAS POSITAS BLVD. # 209 | PLEASANTON, CA 94588
510.350.1330 T | 650.396.4012 F
SUBMITTED BY: Mike Shoup, PLS
[email protected]
March 8, 2022

SSTATEMENT OF QUALIFICATIONS
















C.4.k
Packet Pg. 536 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) A. TRANSMITTAL LETTER
R.E.Y. ENGINEERS, INC.

Civil Engineers l Land Surveyors l LiDAR
A. TRANSMITTAL LETTER
















C.4.k
Packet Pg. 537 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) R.E.Y. ENGINEERS, INC.

Civil Engineers l Land Surveyors l LiDAR
5673 W. Las Positas Blvd., Suite 209, Pleasanton, CA 94588 l T (510) 350-1330 l www.reyengineers.com March 8, 2022
City of Brentwood, Public Works Department
Attn: Renee Payette
150 City Park Way
Brentwood, CA 94513
SUBJECT: Statement of Qualifications for Survey and Related Services for Infrastructure Projects (City or Developer Driven)
Dear Ms. Payette:

R.E.Y. Engineers Inc. (R.E.Y.) has been providing quality land surveying services since 1985. We provide a wide variety of land surveying solutions for projects in all phases, from planning and feasibility studies to construction support and as-built documentation. R.E.Y. has continually expanded our services by testing and implementing the latest state-of-the-art surveying equipment, software and procedural techniques, exceeding industry standards. In addition to traditional surveying methods, we offer terrestrial scanning, mobile LiDAR and hydro-surveying, and UAV LiDAR technology.

R.E.Y. is full-service, Small Business Enterprise (DGS SBE #25960) land surveying firm with 15 licensed Professional Land Surveyors and a staff of 65+ professional, technical, and field survey staff.

We have four Northern California offices to serve you in Pleasanton, Oakland, Palo Alto and Folsom, CA. Services for this contract will be provided mainly from our Pleasanton office, with additional and specialty staff available from our other offices, as needed. We have State-audited and approved rates, fees, and accounting procedures and are compliant with all DIR and prevailing wage requirements. As a full-service firm, we do not intend to utilize subconsultants for this contract.

Our team will be led by Project Manager, Mike Shoup, PLS who has over 25 years of experience in all phases of land surveying including construction, aerial and conventional topographic 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. 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 Bay Area.

We pledge our commitment to delivering land surveying projects that meet the City’s goals. As a Principal of R.E.Y., Mike Shoup is authorized to execute legal documents on R.E.Y.’s behalf and will serve as your main point of contact. If you have any questions or would like additional information, please feel free to contact Mike at 5673 W. Las Positas Boulevard, Suite 209, Pleasanton, CA 94588, phone (408) 219-3236, or [email protected].

Sincerely,
R.E.Y. ENGINEERS, INC.

Mike Shoup, PLS
Principal and Project Manager
















C.4.k
Packet Pg. 538 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) C. SUBMITTAL APPROACH
R.E.Y. ENGINEERS, INC.

Civi l Engineers l Land Surveyors l LiDAR
C. SUBMITTAL APPROACH
















C.4.k
Packet Pg. 539 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) STATEMENT OF QUALIFICATIONS – Survey and Related Services R.E.Y. ENGINEERS, INC. C. SUBMITTAL APPROACH
C. SUBMITTAL APPROACH

1. FIRM QUALIFICATIONS
R.E.Y. ENGINEERS, INC.

Established in 1985, R.E.Y. Engineers Inc.
(R.E.Y.) has been providing quality land
surveying services for over 35 years. We
provide a wide variety of surveying solutions
for projects in all phases, from planning and
feasibility studies to construction support and
as-built documentation. We routinely travel
to projects throughout the United States, and
are experienced in shipping and mobilizing our
crews and equipment.

R.E.Y. has continually expanded our services
by testing and implementing the latest stateof-the-art surveying equipment, software and procedural techniques, exceeding industry
standards. Our services include mobile LiDAR
with our in-house Riegl VMX-250 Mobile
LiDAR system, as well as terrestrial and UAV
LiDAR technologies and bathymetry. We have
received our FAA 333 exemption for multiple
UAV systems.

R.E.Y. crews work in any safe weather
conditions to meet our project delivery
schedules. We offer 15 California licensed
Professional Land Surveyors with a proven
record of managing our skilled field and office
professionals to produce quality work on a
large scale. We consistently rank among the
top firms in Northern and Central California
and Nevada for hours of union field surveying.

STATE-OF-THE-ART SERVICES
Over the past 15 years, R.E.Y. has steadily
grown to over 50 survey staff, including 15
California licensed professional land
surveyors. During this time, the need to
survey and model elements in the built
environment in their correct threedimensional geometry has increased significantly. Based on these needs, 3D
terrestrial scan (LiDAR) equipment has made
major advances in resolution, speed,
accuracy, coverage and range. LiDAR
processing software has also advanced with
more functionalities, enhanced efficiency, user friendliness and automation.

Working side by side, R.E.Y. engineers and surveyors have been instrumental Headquarters:
905 Sutter Street, Suite 200
Folsom, CA 95630
(916) 366-3040
Additional Offices:
5673 W. Las Positas Blvd, #209
Pleasanton, CA 94588
(510) 350-1330
505 14th Street, Suite 900
Oakland, CA 94612
(510) 332-6445
2100 Geng Road, #210
Palo Alto, CA 94303
(650) 507-4140
Project Contact:

Mike Shoup, PLS
Principal Land Surveyor
[email protected]
Years in Business: 37
Status: California Corporation
Certifications:

California Department of General
Services Certified Small Business
Enterprise (SBE) #25960
DIR Registration: N100271
Professional Land Surveyors: 15
Professional Engineers: 12
Signatory:

Operating Engineers Local Union No. 3
R.E.Y. has continually expanded our
services by testing and
implementing the latest state-ofthe-art surveying equipment, software and procedural
techniques, exceeding industry
standards.
















C.4.k
Packet Pg. 540 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) STATEMENT OF QUALIFICATIONS – Survey and Related Services R.E.Y. ENGINEERS, INC. C. SUBMITTAL APPROACH
in the development and application of LiDAR technology, and today are recognized experts and leaders in the industry in its use. We offer a full suite of state-of-the-art survey technologies.

Terrestrial LiDAR (TLS)
R.E.Y. utilizes the Leica Geosystems P40 & C10 ScanStations terrestrial LiDAR scanning (TLS) systems for topographic mapping, 3D modeling, BIM and asbuilt documentation. With horizontal ranges of up to 300 meters and a collection rate of up 1,000,000 points/sec, with an accuracy of +/- 1.5mm, our TLS systems acquire an accurate and extremely dense “point cloud” quickly and thoroughly. No level of visible detail goes undetected. This approach results in a design-grade, as-built data set that can be used over-and-over, without the need to go back to the site for additional measurements. From this feature-rich and highly accurate data, traditional survey and design products are prepared, including digital terrain models (DTM’s), BIM elements, complex meshes and CAD files, as well as detailed 3D models.

Having quick and easy access to accurate existing conditions right from the desk top allows project staff to evaluate, design and construct quality projects cost-effectively and efficiently.

The significant range of R.E.Y.’s TLS systems allows our staff to collect data from a considerable distance, safely away from potential hazards, such as roadways, slide areas, and railroad lines. This provides the added benefit of avoiding the lengthy processes required for road closures, encroachment permits, and other access and site safety issues. It also allows us to easily obtain detailed data for hard-to-access areas, such as confined spaces, utility vaults, bridges, high-rise and overhead structures, rock outcroppings and overhangs, as well as through chain link fencing, pipe racks and false ceilings.

Further, unlike other scan systems, R.E.Y.’s TLS systems do not require GPS connectivity, which is not available at all project sites, such as inside tunnels and buildings or underground. R.E.Y. can utilize a targeted, assumed (local) control system or a published global control system based on project needs or requirements. Should published global control not be required, R.E.Y. has the option of eliminating the process of running a control survey prior to running the LiDAR scan without diminishing the relative accuracy of the data. This can significantly reduce time spent in the field, resulting in a condensed schedule and considerable cost savings for projects. R.E.Y. utilizes terrestrial LiDAR for its accuracy and speed, and the ability to reuse the data over and over for all phases of a project, from inspection, analysis, and planning, through design and construction.

Mobile LiDAR
In 2010, R.E.Y. became the first North American firm to acquire Riegl’s VMX250-CS6 Mobile Laser Scanning and Camera System, which is capable of 600,000 time-of-flight measurements per second, with spatial resolution capabilities of 10mm, at traffic speeds. Due to the extremely compact and user-friendly design of the VMX-250, R.E.Y. has shipped the system to projects as far away as Alaska, Rhode Island, Florida and Karratha in Western Australia.

Offering many of the same benefits of TLS, mobile LiDAR technology is unique in that it is designed for the high-density 3D mapping of long corridors such as highways, streets, stockpiles, railroads and transmission lines.

Uniquely compact and easily mounted
onto a variety of vehicles, including trucks, ATVs and hydrographic survey vessels, our VMX-250-CS6 provides a user-friendly workflow, seamless integration of INS, GNSS, DMI, user configurable camera systems, and two laser scanners. The rapid data capture capabilities of our mobile mapping system enable R.E.Y. to provide adaptive and detail-rich surveying for large areas that is accurate, safe, fast and cost-efficient.

“You really do have a great VMX
mobile LiDAR group. They are
among the most knowledgeable
users in the world.”
Joshua France (321) 695-9873
Riegl USA
Mobile Systems Segment Manager
















C.4.k
Packet Pg. 541 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) STATEMENT OF QUALIFICATIONS – Survey and Related Services R.E.Y. ENGINEERS, INC. C. SUBMITTAL APPROACH
Unmanned Aerial Survey (UAS) Systems
R.E.Y.’s most recent technology offering is our small Unmanned Aerial System (UAS); a multi-rotor aerial data collection vehicle which provides LiDAR or photogrammetric mapping at altitudes of less than 400 feet, providing a much higher level of detail than manned aircraft. R.E.Y. is approved through the Federal Aviation Administration (FAA) for commercial drone work and employs certified Part 107 pilots. It is an ideal tool for roadway corridors, environmentally-sensitive habitats, crash sites, crime scenes, contamination areas, areas of earth movement, flooding, high traffic, rough terrain, industrial sites, and areas where safety of survey staff is an issue.

Low altitude high-density LiDAR and imagery is acquired from either a DJI Matrice 600 Pro or BFD Systems SE-8 heavy lift drone, equipped with a Riegl miniVUX-1UAV LiDAR Sensor and a Sony Alpha a6000 Mirrorless Digital Camera 24.3MP SLR Camera. LiDAR and imagery are collected simultaneously. R.E.Y.’s UAS team includes the systems, software, personnel and safety equipment to meet your survey needs in a safe and efficient manner. Our team includes an FAA certified rotorcraft and IFR pilot, is completely portable, and is able to mobilize on site in a very short time to most locations. Using state-of-the-art software, we are able to automate significant portions of the flight plan, ensuring public safety and complete site coverage according to project needs.

Our UAS and ground equipment are uploaded with fail-safe software designed to automatically land the equipment safely in a predesignated location. All post processing work is performed under the supervision of a Professional Land Surveyor and final deliverables are quality checked against needs of the project, contract requirements and applicable standards, such as National Standard for Spatial Data Accuracy (NSSDA) and American Society for Photogrammetry and Remote Sensing (ASPRS).

TEAM ORGANIZATION
R.E.Y. ENGINEERS OFFICE SURVEY STAFF
Dan Bustamante, PLS, Field Crew Manager
Joe Feyder, PLS, LiDAR Manager
Jed Gibson, PLS & Remote Pilot, Aerial & Terrestrial LiDAR Specialist Tom Brungs, PLS, Project Surveyor
Brian Thionnet, PLS, Project Surveyor
Carl C.de Baca, PLS, Project Surveyor
Carlye Buchholz, PE, PLS, Project Surveyor
Dan Beever, PLS, Project Surveyor
Garrett McLaughlin, PE, PLS, Project Surveyor
Jennifer Steven, PLS, Project Surveyor
Tom Cade, PLS, Project Surveyor & LiDAR Specialist
Mike Dickey, CADD & GIS Specialist
Marcus Fernandez, Senior Survey Technician
Kristy Shields, Senior Survey Technician
Cuong Voong, Senior Survey Technician
Cliff Brison, Survey Technician
Daniel Clark, Survey Technician
Kristina Ivanov, EIT, Survey Technician
R.E.Y. ENGINEERS
Mike Shoup, PLS
Principal Land Surveyor & Project Manager

CITY OF BRENTWOOD
Public Works
Department
R.E.Y. ENGINEERS FIELD SURVEY STAFF
Tom Brungs, PLS, Field Work Supervisor
Armando Ojeda Sepulveda, Party Chief
Cameron Orsi, Party Chief
Jason Harlow, Party Chief
Juan Gonzalez, Party Chief
Olugbala Akintunde, Party Chief
Peter Nuessmann, Party Chief
Brock Adams, Chainman
Christopher Young, Chainman
Matthew Goodearl, Chainman
Andrey Kim, Chainman
Andreas Reyes, Field Surveyor
Jason Marques, Field Surveyor
Joel Lehr, Field Surveyor
Jose Espinoza, Field Surveyor
Logan Radcliffe, Field Surveyor
















C.4.k
Packet Pg. 542 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) STATEMENT OF QUALIFICATIONS – Survey and Related Services R.E.Y. ENGINEERS, INC. C. SUBMITTAL APPROACH

2. PROJECT TEAM
Key Staff Summary
KEY STAFF MEMBER ROLE ON PROJECT REGISTRATION* YEARS
EXP
YEARS
W/FIRM
Mike Shoup, PLS Principal Land Surveyor & Project Manager CA, PLS #7616 26 8 Dan Bustamante, PLS Field Crew Manager CA, PLS #7030 31 7 MICHAEL SHOUP, PLS – PRINCIPAL LAND SURVEYOR & PROJECT MANAGER Michael (Mike) Shoup, PLS has over 25 years of experience in 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, 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 Northern California.

DANIEL BUSTAMANTE, PLS – FIELD CREW MANAGER
Daniel (Dan) Bustamante, PLS, has 30 years of project management experience in all facets of land surveying. His expertise includes the coordination and execution of geodetic control surveys and the precise monitoring of structures and land deformation. Dan also has extensive experience in boundary resolution, mapping, and legal descriptions. He manages office and field personnel in conducting topographic surveys, construction staking, and boundary surveys.

Dan also manages and coordinates with multiple on-call clients for various public works projects. He has presented papers at various professional conferences and has provided GNSS processing and adjustment training to clients.

3. PROJECT EXPERIENCE
CALTRANS DISTRICT 4 ON-CALL LAND SURVEYING SERVICES, Nine Bay Area Counties, CA R.E.Y. provided on-call, as-needed land surveying services for multiple projects under multiple three year on-call survey services contracts in Caltrans District 4.

R.E.Y. serviced three District 4 contracts as the prime contractor over a period of eight years. Work was completed throughout the nine Bay Area counties. Services included GPS control networks, construction control densification, conventional traversing, digital levels, topographic surveys, 3D least squares adjustments, asbuilt surveys, verification surveys, right of way surveys, right of way roll over surveys to NAD83, construction staking, construction calculations, record monumentation tie-in, mapping, office and field crew augmentation. R.E.Y. staff managed and/or performed surveys to support Caltrans projects on multiple highways and interstates.

In addition, R.E.Y. provided surveys for the precise layout, placement and monitoring of the 350-foot-long East Span Connector Bridge onto Yerba Buena Island during the 2007 Labor Day weekend roll-in. R.E.Y. provided real-time monitoring of the 3,300-ton, two-level bridge deck’s horizontal and vertical position to a tolerance of less than 5mm. The monitoring was provided via a Bluetooth connection.

R.E.Y. also provided all layout, as-built survey, and post-demolition surveys for the $1.5 billion temporary detour bridge. R.E.Y. staked for the bent, piles and column locations as well as settlement monitoring during pile driving.

Contract Dates: 2015-2021
R.E.Y. Contract Value: $13 Million (total)
Key Staff: Mike Shoup, PLS, Contract & Project Manager; Dan Bustamante, PLS, Field Crew Manager & Task Order Manager
















C.4.k
Packet Pg. 543 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) STATEMENT OF QUALIFICATIONS – Survey and Related Services R.E.Y. ENGINEERS, INC. C. SUBMITTAL APPROACH
Client Reference: Caltrans D4, Tom Finnegan, Transportation Surveyor, (510) 286-4953, [email protected] PORT OF OAKLAND ON-CALL LAND SURVEYING SERVICES, Alameda County, CA R.E.Y. is currently the on-call land surveying services provider for the Port of Oakland and has completed multiple Task Orders involving GPS and conventional control, digital levelling and topographic surveying to support four Maritime Pavement Rehabilitation Projects. Work was coordinated and completed without impacting the operation of the Port and their tenants.

The bulk of the topographic surveying was done using LiDAR and was infilled and spot checked using traditional total station topographic techniques to ensure accuracy of deliverables.

Additionally, as a subcontractor to West Yost Associates, R.E.Y. is providing as-needed land surveying services for the Port’s water and waste water improvement projects. Task Order 1 is provided geodetic surveying and topographic surveying and mapping to support sewer improvements at Oakland International Airport.

Contract Dates: 2018-Current
R.E.Y. Contract Value: $1.5 Million Total, $57,700 Sewer Rehab Key Staff: Mike Shoup, PLS, Contract & Project Manager; Dan Bustamante, PLS, Field Crew Manager & Task Order Manager
Client Reference: Port of Oakland, Dave Murtha, Port Land Surveyor, (510) 627-1474, [email protected] CITY OF PITTSBURG ON-CALL LAND SURVEYING/CITY SURVEYOR SERVICES, Pittsburg, CA R.E.Y. is providing on-call land surveying and City Surveyor services to the City of Pittsburg, supporting various public works projects. As part of these services, R.E.Y. provided assistance to the City of Pittsburg in processing a metes and bounds description and plat map through the California State Lands Commission (CSLC) and the Contra Costa County Recorder and Surveyor for a waterfront annexation. In October 2011 the California legislature passed Senate Bill 551 (SB 551 – DeSaulnier) which gave the City of Pittsburg control over trust lands adjacent to the city limits. This bill also gave the City control of the leasing, accessibility, business attraction and implementation of these trust lands and a percentage of the trust lease revenue. SB 551 included a provision that the commission survey, monument, and record a plat and a metes and bounds description of the trust lands in the office of the county recorder, but the CSLC had been unable to complete all of these requirements. The City had an urgent need for assistance to ensure the agreements and plans for the waterfront would continue.

R.E.Y. staff was able to work with the City, County, and State to find an agreeable way to finalize all the necessary documents required for compliance with SB 551 within a two-month timeline. Additionally, R.E.Y. has completed multiple other task orders for the City, including:
x Final map review and approval, acting and signing as the City Surveyor x The review of tentative subdivision maps for proposed private land developments for conformance with the Subdivision Map Act and other local ordinances
x Easement review and signature omission, including Mare Island x Certificate of Compliance for parcel map waivers and lot line adjustments x Review of preliminary title reports, grant deeds, and title exceptions for City purchase of property Contract Dates: 2015-Current
R.E.Y. Contract Value: $220,000
Key Staff: Dan Bustamante, PLS, Field Crew Manager & Task Order Manager Client Reference: City of Pittsburg, Richard Abano, PE, City Engineer, (925) 252-4930, [email protected] 















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Packet Pg. 544 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) STATEMENT OF QUALIFICATIONS – Survey and Related Services R.E.Y. ENGINEERS, INC. C. SUBMITTAL APPROACH
CENTRAL CONTRA COSTA SANITARY DISTRICT ON-CALL LAND SURVEYING, Contra Costa County, CA
R.E.Y. served as the on-call survey services provider for the Contra Costa County Sanitation District, providing as-needed land surveying services for the District’s various infrastructure improvement projects for their collection systems and treatment plant.

R.E.Y. has completed over 40 task orders, including conventional topographic surveys at various pump stations and along pipeline corridors, measuring invert elevations of various sewer structures, boundary surveys, monument preservation, and staff augmentation both for field and office positions. R.E.Y. also provided terrestrial LiDAR scanning for various facilities within the treatment plant, such as clarifiers, aeration tanks and underground tunnels.

R.E.Y.’s expertise in geodetic surveying and network adjustments was utilized to update the Primary and Secondary Control Networks for the treatment plant. R.E.Y. combined historical GPS and conventional data from prior years into one overall network to produce a unified coordinate system.

Contract Dates: 2018-2021
R.E.Y. Contract Value: $700,000
Key Staff: Mike Shoup, PLS, Principal in Charge; Dan Bustamante, PLS, Field Crew Manager & Project Manager Client Reference: CCCSD, Greg St. John, Supervising Land Surveyor, (925) 957-7610, [email protected] DIF 54A – FRY ROAD/CSPS SEWER PROJECT, Vacaville, CA
R.E.Y. Engineers provided topographic surveys and plats and legal descriptions for the design and construction of a trunk sewer from the City of Vacaville’s Easterly Wastewater Treatment Plant (EWWTP) to Fry Road. The project was planned to be constructed in three phases, and R.E.Y. provided services for all three phases of the project.

The Phase 1 survey limits included the EWWTP approximately to the Union Pacific Railroad lines. Project control was based upon the Citywide Control Network (22 RS 10), and all record monuments within the project limits were tied to City control benchmarks. Ground topography included:
• Locations of drainage facilities within the area of mapping, including catch basins, storm drain manholes (showing flow directions and invert elevations), valley gutters, top and toe of existing roadside ditches, and flowline of ditches.
• Locations of existing utility poles and overhead lines, electrical equipment, street lights, fencing, gates, signs, mail boxes, and any other above ground features within the area of mapping.
• Locations of all existing sewer manholes (showing flow directions and invert elevations), sewer cleanouts, water valve boxes, monuments, utility boxes/vaults, water meter boxes, and fire hydrants within the area of mapping. • Locations, type, drip line and trunk size of trees and shrubs within the project limits. • Topographic points on a 20-foot grid for open areas located within the project limits.

Deliverables included Record Information Composite Map, field observation log, notes and redlines, minimally and full constrained adjustment and HDTP calculations, individual control point data sheets and project control report, interim progress AutoCAD file, 1”=40’ base sheets and electronic files, a digital terrain surface model of the project area, ASCII point file, and all related plats, legal descriptions and closure calculations for property acquisitions and required easements.

Contract Dates: 2017-2018
R.E.Y. Contract Value: $48,215
Key Staff: Mike Shoup, PLS, Principal Land Surveyor & Project Manager; Dan Bustamante, PLS, Project Surveyor Client Reference: City of Vacaville, Chris Gioia, Project Engineer, (707) 449-5106, cityofvacaville.com 















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Packet Pg. 545 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) STATEMENT OF QUALIFICATIONS – Survey and Related Services R.E.Y. ENGINEERS, INC. C. SUBMITTAL APPROACH

4. PROJECT APPROACH
R.E.Y. is pleased to provide our approach to providing on-call land surveying services to the City for your upcoming projects. We offer:
` Extensive Experience: We have completed thousands of projects throughout Northern California and the Bay Area covering a wide range of project types: land development, rail, park and ride facilities, roadway improvement and bridge replacement projects, as well as utility improvements and relocations. R.E.Y. has successfully supported projects in all phases, from preliminary engineering through environmental approval, design, and construction. ` Comprehensive Expertise: R.E.Y. has the in-house expertise and equipment to support almost any project. Our state-of-the-art technology offerings range from robotic total stations, Trimble R10 GPS, and terrestrial and mobile LiDAR to multibeam sonar.
` Qualified Staff: R.E.Y. crews show up with the proper equipment, on time, and ready to work. Our surveyors have the training, technical skills and leading-edge technology to deliver your projects efficiently, effectively, safely and on time. Our team includes nearly a dozen individuals who have successfully managed multi-million dollar on-call contracts over the past 25 years.
` Quality Deliverables: R.E.Y.’s attention to detail and standard processes for quality checks and senior reviews result in complete before delivery. Our stringent standards for quality lead to efficient and streamlined approvals, as well as eliminate multiple iterations and resubmittals, and will save you time and money.

Project Management
The R.E.Y. team will be managed by Project Manager, Mike Shoup, PLS, who has worked on hundreds of public works projects over the course of twenty-six years as both a consultant and public employee. He will assemble the right team for each task order based on the project scope and the expertise of each team member. His focus will be on ensuring that City is completely satisfied with our survey services and deliverables.

Approach to On-Call Contracts
R.E.Y. has considerable relevant on-call survey experience and will utilize this experience to deliver a Project Management Plan that focuses on client satisfaction. When a project is identified, we will work closely with the City to develop and understand the scope of work. R.E.Y. will rely on its multifaceted experience to gain a better understanding of:
x Limits of work
x Scope and detail required
x Accuracies required
x Availability and quality of prior survey
work performed
x Location and quality of existing survey
control
x Availability of Record Drawings
x End user of the deliverables
x Necessary deliverables
x Community Outreach concerns
x Safety concerns
x Anticipate issues that could affect the
schedule or budget and offer solutions
Quality Assurance / Quality Control
R.E.Y. maintains a rigorous training program to form the foundation for development of staff, promotion of efficiencies and quality work products. R.E.Y. will assign all work based on areas of expertise using established standards and procedures. All work will be reviewed by a licensed land surveyor prior to delivery to ensure the scope of work is satisfied, compliance with regulatory codes and required standards, and is design and/or construction ready.

Reset survey Monuments disturbed or removed by construction / Corner Records Corner records are prepared for monuments of record prior and post-construction as mandated by California Business and Professional Code 8762 and 8771. We perform these routinely for our clients (Caltrans, Alameda and Sacramento Counties, VTA, PG&E, 















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Packet Pg. 546 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) STATEMENT OF QUALIFICATIONS – Survey and Related Services R.E.Y. ENGINEERS, INC. C. SUBMITTAL APPROACH
etc.) to perpetuate monumentation. The process for filing a corner record often involves research, a field survey performed to search, recover, document and perpetuate the monumentation. Found monuments are then surveyed and a corner record is then prepared in compliance to B&P Code 8771 and County Standards.

Topographic Design Level Data Surveys
R.E.Y.’s skilled team will analyze and implement proper techniques and equipment to ensure quality preliminary and design level surveying and mapping. Our team will make use of past experience to ensure critical design details are identified. This will ensure we provide the information necessary to meet the design team’s needs. This will help provide a cost savings to the City by eliminating the need to revisit and collect the information both in terms of quality and quantity. This Task Order will include providing a scope, schedule and budget. Once it is in place, R.E.Y. will collect all information using the most appropriate technologies to meet project needs. Our team is fully equipped with the latest technologies available to surveyors and uses them daily to exceed industry standards.

Construction Surveys
R.E.Y. will perform construction staking activities to include: preparation of survey notes, cut/fill notes, staking for rough grade, finish grade, final staking position notes, as built surveys, and other services as may be necessary to meet the City’s or its contractors’ construction schedule. R.E.Y. construction staking services may include: horizontal control, vertical control, clearing, grading, utility, structure, right of way, monitoring, and as-builts.

R.E.Y. ensures a field crew will be on-site setting stakes with-in 48 hours of receipt of a staking request. Initial calculations will be performed in the office to address potential questions and/or plan discrepancies that arise, thus eliminating downtime in the field. The field packages provided to our crews allow them the flexibility to adjust reference stakes in the field and on the fly to accommodate existing field conditions and avoid delays. All points staked will be recorded for both horizontal and vertical position and will be available for submittal upon request.

R.E.Y. will coordinate directly with the resident engineer, inspectors and the contractor to ensure all services are completed to the accuracy standards needed for the work and any help resolve any construction staking issues. R.E.Y. is comfortable working with contractors that employ Automated Machine Guidance (AMG) technology, and we are ready to assist the City and its contractors in the effective use of 3D digital terrain models for efficient project delivery.

Our project team is specifically designed to have a sufficient number of office and field staff located within minutes of any project located within the City in order to minimize cost and maximize efficiency for the following activities:
x Construction Staking Notes
x Construction Staking Calculations
x Clearing Staking
x Construction Staking
x Rough Grade Staking
x Finish Grade Staking
x Drainage and Minor Structure Staking
x Utility Staking
x Major Structure Staking
x Miscellaneous Staking
x Re-staking
x Slope Staking
x Fence Staking
x As-built Surveys
Legal Description and Exhibit Preparation
R.E.Y. has provided thousands of Legal Descriptions and Plats for many public and private clients throughout California to support their projects for both temporary or private easements. Legal Descriptions and Plats are reviewed with standard review checklists by a professional land surveyor prior to submittal. We understand the need for clear and concise descriptions that will stand up to legal scrutiny and are easily identifiable as a unique location.

All legal descriptions and exhibits are reviewed, signed and sealed by a California Professional Land Surveyor prior to distribution.
















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Packet Pg. 547 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) STATEMENT OF QUALIFICATIONS – Survey and Related Services R.E.Y. ENGINEERS, INC. C. SUBMITTAL APPROACH
Attend Meetings, provide technical advice and professional review of work by consultants R.E.Y. can assist the City in the preparation of letters, reports and attending meetings as required to assist with professional land surveying review. R.E.Y. has and is currently performing these functions for many cities and counties throughout Northern California and the Bay Area. As part of these services, we have developed review checklists to insure constant and quality reviews that meet local, state and federal standards.

Right of Way and Route Surveys
R.E.Y. is ready to prepare Right of Way and Route Surveys to support the City. We have done this previously as an on-call consultant for many agencies throughout Northern California and the Bay Area. The mapping when completed and will prove beneficial for future phases of the project and can be used for:
o Ability to reference on future efforts (legal
descriptions, plats, exhibits, control, topographic
surveys etc.)
o A means to show the existing corridor in relation to
adjoining parcels
o Location of found monumentation used to control the corridor along with its pedigree o Documenting set monumentation and project control points along with its pedigree o Compliance with California Business and Professional Code 8762 and 8771 o Documentation showing the property and/or rights acquired by the project Establishment and/or Expansion of Project Control
The processes and procedures utilized to recover and densify existing project control will be survey dependent. Depending on the existing conditions, current and future use of the control and resultant work product we will utilize the appropriate technology to establish, perpetuate and/or densify the project control. All of our field crews are fully equipped with GPS and total station equipment so that we can efficiently complete the survey with the desired results.

A sample project R.E.Y. recently completed is a network for the California Department of Water Resources to support a full range of survey and mapping services. The project encompassed over 2,000 square miles to support the California Department of Water Resources’ Central Valley Floodplain Evaluation and Delineation Project.

Benchmark Leveling Circuits
R.E.Y. has completed multiple precise levelling networks for multiple agencies in the area. R.E.Y. has completed hundreds of miles of digital level work for the Santa Clara Valley Transportation Authority for both Phases I and II of the BART extension from Fremont to Santa Clara.

R.E.Y. has also completed as part of our on-call contract with Valley Water (formerly known as the Santa Clara Valley Water District) with specialized surveying services as related to SCVWD’s Benchmark maintenance program. To date R.E.Y. has completed over 250 miles of digital differential levels for the Water District using Second Order Class II (FGCS Specifications and Procedures, ver. 4.1 5/27/2004) were adhered to.
















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Packet Pg. 548 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) STATEMENT OF QUALIFICATIONS – Survey and Related Services R.E.Y. ENGINEERS, INC. C. SUBMITTAL APPROACH

5. QUALITY OF WORK
Approach to On-Call Contracts to Ensure Quality Assurance and Quality Control R.E.Y. has considerable relevant on-call survey experience and will utilize this to deliver a Project Management Plan that will ensure client satisfaction. Once the scope of work is fully understood, we will prepare a Cost and Schedule Estimate to complete the work. The Cost and Schedule Estimate will break down the scope into subtasks, as-needed. This will allow us to accurately budget and manage both the time and fee for each task.

Upon receiving a Notice to Proceed on a Task Order, R.E.Y. will implement a Project Management Plan which will integrate quality assurance and quality control measures from the beginning to end of all tasks. The Project Management Plan will identify staff that will work on the project, their responsibilities, how each subtask will be tracked from budgetary, schedule and scope perspectives and the survey standards that must be followed.

The R.E.Y. Project Manager will assign project tasks to an appropriate number of staff depending on the schedule and the skills required to successfully complete the task. Only qualified staff will be used on the project, and they will be supervised by an experienced licensed surveyor. The Project Manager will maintain hands-on daily supervision throughout the life of the project to ensure quality throughout each phase. R.E.Y. will also hold weekly staff meetings to monitor each phase of the work. Our Project Manager will maintain clear, effective and open communication.

Over the years, R.E.Y. has focused on maintaining and developing strong and trusted client relationships. R.E.Y. enjoys a high amount of repeat business due to our ability to stay on budget, deliver on time and deliver work products that consistently meet or exceed expectations. The foundation for staying on budget is the daily reporting of time. This allows our project supervisors to track budgets in relationship to the progress or project milestones. Our field crew chiefs and office surveyors also maintain effective communication with the Project Manager to ensure conflicts or issues are resolved quickly. Both the budget and progress of every Task Order is updated and tracked daily in our electronic timesheet program and the project tracking Excel spreadsheet. At R.E.Y. we have weekly manpower projection meetings to effectively organize staff and workload based on areas of expertise. These meetings also provide an opportunity to discuss the schedule and look for possible alternative/innovative methods for completing it.

R.E.Y. maintains a rigorous training program to foster staff. R.E.Y. believes this sets the foundation for developing staff to use the newest technologies and trends in the surveying field. Training also promotes efficiencies and quality work products. R.E.Y. will assign all work based on areas of expertise using established standards and procedures. All work will be reviewed by a licensed land surveyor prior to delivery to ensure the scope of work is satisfied, compliance with regulatory codes and required standards, is design and/or construction ready, is GIS ready and the City is satisfied with our work product.

R.E.Y. is committed to maintaining effective and continuous communication with the City and/or Project Team depending on the preference of the City. We will do this via written and verbal communication on a weekly basis to outline the work performed and the work to be performed. This allows both the City and R.E.Y. the ability to track progress of the work in connection with the budget expended.

All work will be reviewed by a licensed land surveyor and standard checklists will be referenced to ensure completeness against the scope of work. R.E.Y. has standard checklists for all types of surveys (boundary, right-ofway, horizontal control, GPS surveys, topographic surveys, legal description and plats, etc.).

















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Packet Pg. 549 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) CAMPBELL, CALIFORNIA HARRIET/McCOY/STAR TOPOGRAPHIC SURVEY 5/29/2015 10' SCALE IN FEET 0 20' 40'
















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R.E.Y. ENGINEERS, INC.

Civi l Engineers l Land Surveyors l LiDAR
D. AGREEMENT PFOVISIONS
E. CONFLICT OF INTEREST
D. AGREEMENT PROVISIONS
E. CONFLICT OF INTEREST
















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Packet Pg. 551 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) STATEMENT OF QUALIFICATIONS – Survey and Related Services R.E.Y. ENGINEERS, INC. D. AGREEMENT PROVISIONS
E. CONFLICT OF INTEREST
D. AGREEMENT PROVISIONS
R.E.Y. has reviewed the City’s Sample Professional Services Agreement provided as Attachment B to the Request for Qualifications. We are prepared to sign the agreement without modification.

E. CONFLICT OF INTEREST
R.E.Y. has no actual conflicts of interest to disclose, nor do we have any working relations that may be perceived as a conflict to disclose.
















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Packet Pg. 552 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) R.E.Y. ENGINEERS, INC.

Civi l Engineers l Land Surveyors l LiDAR
F. ATTACHMENTSKEY STAFF RESUMES
F. ATTACHMENTS – KEY STAFF RESUMES
















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Packet Pg. 553 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) STATEMENT OF QUALIFICATIONS – Survey and Related Services R.E.Y. ENGINEERS, INC. APPENDIX – KEY STAF F RESUMES
APPENDIX – KEY STAFF RESUMES
MICHAEL SHOUP, PLS – PRINCIPAL LAND SURVEYOR & PROJECT MANAGER Michael (Mike) Shoup, PLS has over 25 years of experience in 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, 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 Northern California.

SAMPLE PROJECT EXPERIENCE
Caltrans District 4 On-Call Survey Services, CA - Project Manager for multiple on-call land surveying contracts for a variety of Caltrans projects in District 4, which includes all nine Bay Area Counties for the past 15 years. Services included staff augmentation, construction staking, cadastral, Right of Way Engineering, boundary, topographic, GPS and geodetic surveying.

Port of Oakland On-Call Land Surveying Services, Alameda County, CA – Principal Land Surveyor providing on-call survey services for the Port to provide as-needed land surveying services for various infrastructure improvement projects. Services include conventional topographic surveys, boundary surveys, monument preservation, and staff augmentation both for field and office positions. R.E.Y. has also provided mobile and terrestrial LiDAR scanning and mapping for their improvement programs.

CCCSD On-Call Land Surveying, Contra Costa County, CA – Principal Land Surveyor for providing on-call survey services for the Contra Costa County Sanitation District, providing as-needed land surveying services for the District’s various infrastructure improvement projects for their collection systems and treatment plant. Services included conventional topographic surveys at various pump stations and along pipeline corridors, measuring invert elevations of various sewer structures, boundary surveys, monument preservation, and staff augmentation both for field and office positions. R.E.Y. also provided terrestrial LiDAR scanning for various facilities within the treatment plant, such as clarifiers, aeration tanks and underground tunnels.

DIF 54 A, Fry Road/CSPS Sewer Project, Vacaville, CA – Project Manager providing topographic surveys and plats and legal descriptions for the design and construction of a trunk sewer from the City of Vacaville’s Easterly Wastewater Treatment Plant (EWWTP) to Fry Road.

Santa Clara Valley Transportation Authority - On-call Project Manager responsible for coordination with VTA staff and in-house/subconsultant activities. Services included Parcel Mapping, Lot Line Adjustments, boundary surveys, topographic surveys, control surveys, Right of Way engineering, Right of Way staking, title report review, legal description and plat preparation, Record of Surveys, Appraisal Mapping, verification and as-built surveys. Responsible for activities related to over 50 transportation related projects over the last fifteen years.

San Francisco Department of Public Works On-Call Survey Services, San Francisco City and County, CA – Project Manager for this $4 million contract providing as-needed survey services to the San Francisco Public Utilities District. Projects to-date include an extensive mobile LiDAR survey of Market Street in support of the City and County’s Better Market Street program, conventional and mobile LiDAR of Geary Boulevard in support of multiple improvement projects planned along the corridor.

Town of Hillsborough Datum Upgrade Project, Hillsborough, CA - Project Manager responsible for GPS, digital levelling total station and final adjustment for this 60 plus control point project covering the entire 6-square-mile Town.

EDUCATION:

BS, Surveying Engineering,
California State University,
Fresno
REGISTRATION:

Professional Land Surveyor,
California, #7616
YEARS OF EXPERIENCE:
26 YEARS WITH R.E.Y.:
8 PROFESSIONAL AFFILIATIONS:

American Council of Engineering
Companies (ACEC) – Past
President, Peninsula Chapter
California Land Surveyors
Association (CLSA)
American Public Works
Association (APWA)
AREAS OF EXPERTISE:
x Project Management
x Quality Assurance
x Quality Control
x Right of Way Engineering
x Aerial Mapping
x Control Surveys
x Topographic Mapping
x Cadastral Surveys
x ALTA Surveys
x Hydrographic Surveys
x GPS Surveys
x Design Surveys
x Construction Staking
x Mobile LiDAR
x 3D Laser Scanning
















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Packet Pg. 554 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) STATEMENT OF QUALIFICATIONS – Survey and Related Services R.E.Y. ENGINEERS, INC. APPENDIX – KEY STAF F RESUMES
DANIEL BUSTAMANTE, PLS – FIELD CREW MANAGER
Daniel (Dan) Bustamante, PLS, has 30 years of project management experience in all facets of land surveying. His expertise includes the coordination and execution of geodetic control surveys and the precise monitoring of structures and land deformation. Dan also has extensive experience in boundary resolution, mapping, and legal descriptions. He manages office and field personnel in conducting topographic surveys, construction staking, and boundary surveys. Dan also manages and coordinates with multiple On-Call clients for various public works projects. He has presented papers at various professional conferences and has provided GNSS processing and adjustment training to clients.

SAMPLE PROJECT EXPERIENCE
CCCSD On-Call Land Surveying, Contra Costa County, CA – Project Manager providing oncall survey services for the Contra Costa County Sanitation District, providing as-needed land surveying services for the District’s various infrastructure improvement projects for their collection systems and treatment plant. Services included conventional topographic surveys at various pump stations and along pipeline corridors, measuring invert elevations of various sewer structures, boundary surveys, monument preservation, and staff augmentation both for field and office positions. R.E.Y. also provided terrestrial LiDAR scanning for various facilities within the treatment plant, such as clarifiers, aeration tanks and underground tunnels.

Waterfront Lease Areas, Pittsburg, CA - Project Manager. Prepared legal descriptions and exhibits for leases granted by the City of Pittsburg to various entities along the Delta waterfront.

On-Call Land Surveying Services, Santa Clara Valley Transportation Authority, CA – Project Manager performing geodetic survey adjustments, QA/QC, Record of Survey mapping, boundary resolution and mapping for VTA’s BART to Silicon Valley Extension Phases I and II.

Caltrans District 4 On-Call Survey Services, Nine Bay Area Counties, CA – Task Order Manager on multiple on-call land surveying contracts for a variety of Caltrans projects in District 4, which includes all nine Bay Area Counties. Services included staff augmentation, construction staking, cadastral, Right of Way Engineering, boundary, topographic, GPS and geodetic surveying.

State Route 4/Interstate 680 Interchange, Concord, CA - Project Manager. Responsible for aerial mapping and conventional topographic surveys along six miles of SR4 for freeway widening from 4 lanes to 6 lanes. Tasks included detailed bridge surveys over Grayson and Walnut Creeks to determine if the bridges had to be replaced. Cross sections were collected along each creek using a small boat.

Trans Bay Cable, Pittsburg, CA - Project Manager. Responsible for supervising boundary, topographic, and construction survey services during the design and construction of electrical transmission facilities in Pittsburg, San Francisco, and under San Francisco Bay.

Provided Trans Bay Cable with various survey services for the installation of 53 miles of electrical transmission cable under San Francisco Bay between Pittsburg and San Francisco. Boundary and design topographic surveys were conducted at the PG&E plants in Pittsburg and San Francisco and construction staking was performed for the Pittsburg AC/DC converter site. Also coordinated land-based ship navigation during the underwater installation of the cable at key bridge crossings.

San Francisco Department of Public Works On-Call Survey Services, San Francisco City and County, CA – Project Manager for this $4 million contract providing as-needed survey services to the San Francisco Public Utilities District. Projects to-date include an extensive mobile LiDAR survey of Market Street in support of the City and County’s Better Market Street program, and mobile LiDAR of Geary Boulevard in support of multiple improvement projects planned along the corridor.

EDUCATION:

BS, Surveying Engineering,
California State University,
Fresno
REGISTRATION:

Professional Land Surveyor,
California, #7030
YEARS OF EXPERIENCE:
31 YEARS WITH R.E.Y.:
7 PROFESSIONAL AFFILIATIONS:

California Land Surveyors
Association (CLSA)
Past Chair, Northern California
GPS Users Group
Past Instructor, Northern
California Surveyors Joint
Apprenticeship Committee
AREAS OF EXPERTISE:
x Project Management
x Quality Assurance
x Quality Control
x Geodetic Control Surveys
x Right of Way Engineering
x Plats and Legal Descriptions
x Records Research
x Boundary Resolution
x ALTA Surveys
x Topographic Mapping
x Aerial Mapping
x Construction Staking
















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Packet Pg. 555 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 















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Packet Pg. 556 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 2022 2023 2024 2025

CLASSIFICATION HOURLY RATE HOURLY RATE HOURLY RATE HOURLY RATE Principal Manager - II $308 $317 $327 $337
Principal Manager - I $292 $301 $310 $319
Senior Engineer/Surveyor - V $281 $289 $298 $307
Senior Engineer/Surveyor - IV $265 $273 $281 $290
Senior Engineer/Surveyor - III $248 $255 $263 $271
Senior Engineer/Surveyor - II $232 $239 $246 $254
Senior Engineer/Surveyor - I $217 $224 $230 $237
Associate Engineer/Surveyor - V $201 $207 $213 $220
Associate Engineer/Surveyor - IV $191 $197 $203 $209
Associate Engineer/Surveyor - III $180 $185 $191 $197
Associate Engineer/Surveyor - II $170 $175 $180 $186
Associate Engineer/Surveyor - I $159 $164 $169 $174
Assistant Engineer/Surveyor - V $164 $169 $174 $179
Assistant Engineer/Surveyor - IV $153 $158 $162 $167
Assistant Engineer/Surveyor - III $143 $147 $152 $156
Assistant Engineer/Surveyor - II $132 $136 $140 $144
Assistant Engineer/Surveyor - I $122 $126 $129 $133
Senior Technical/LiDAR Specialist - II $234 $241 $248 $256 Senior Technical/LiDAR Specialist - I $213 $219 $226 $233 LiDAR Technician - III $193 $199 $205 $211
LiDAR Technician - II $178 $183 $189 $195
LiDAR Technician - I $162 $167 $172 $177
Senior Technician - III $184 $190 $195 $201
Senior Technician - II $168 $173 $178 $184
Senior Technician - I $153 $158 $162 $167
Technician - III $132 $136 $140 $144
Technician - II $116 $119 $123 $127
Technician - I $100 $103 $106 $109
3-Person Survey Crew $435 $448 $461 $475
2-Person Survey Crew $325 $335 $345 $355
1-Person Survey Crew $195 $201 $207 $213
Expert Witness Testimony/Deposition $410 $422 $435 $448 Project Coordinator $125 $129 $133 $137
Terrestrial LiDAR Scanning Equipment $164 / hr $164 / hr $164 / hr $164 / hr Mobile LiDAR Equipment $259 / hr $259 / hr $259 / hr $259 / hr UAV LiDAR Equipment (per flight day) $840 / day $840 / day $840 / day $840 / day Bathymetric Survey (per project day) $1074 / day $1074 / day $1074 / day $1074 / day Don McCormick, PE, President
R.E.Y. ENGINEERS, INC.

RATE TABLE - CITY OF BRENTWOOD
These rates represent maximum rates to be charged for classifications. All rates are subject to change and are valid through 12/31/2025. Cost of normal survey stakes and other field supplies are included in the above rates. Special monuments, iron stakes, etc., will be charged at cost. Filing fees, checking fees, and other outside charges will be billed at cost. Outside reproductions, services, and consultants will be charged at cost plus 10%. In-house large format reproduction will be charged at $0.30/SF for black and white and $0.75/SF for color. Rates for overtime and double time for field and non-exempt employees will be charged at 135% and 170% of the regular rate.
















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Packet Pg. 557 Attachment: R.E.Y. Engineers Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 1 PSA_City Attorney Approved Version 040821

AGREEMENT FOR ON-CALL SURVEY AND RELATED SERVICES
Ruggeri-Jensen-Azar
THIS AGREEMENT is made and entered into as of the _____ day of __________________, 2022 by and between the City of Brentwood, a municipal corporation of the State of California ("City"), and Ruggeri-Jensen-Azar, an S Corporation ("Consultant") (each a “Party” and collectively, the “Parties”).

RECITALS
A. City requires the professional services of a consultant specifically trained and experienced in survey and related services, which are professional services outside of services offered by City.

B. Consultant has the professional skills and experience necessary to perform the services described in this Agreement.

C. Consultant customarily engages in these services as part of its independently established trade, occupation, and/or business, separately from its work for City.

D. City desires to engage Consultant to provide these services by reason of its qualifications and experience in performing such services
E. Consultant has submitted a proposal to City and has affirmed its willingness and ability to perform such work on the terms and manner set forth in this Agreement.

NOW, THEREFORE, in consideration of these recitals and the mutual covenants contained herein, the Parties agree as follows:

1. Scope of Work.

1.1 City retains Consultant, as an independent contractor, to perform, and Consultant agrees to render, those services (the "Services") that are described in the attached Exhibit "A," which is incorporated by this reference, pursuant to this Agreement’s terms and conditions.

1.2 Consultant will control the manner and the means of the work to be performed, and be responsible for the professional quality, technical accuracy and coordination of the Services. Consultant will, without additional compensation, correct or revise any errors or deficiencies in the Services.

1.3. Consultant will keep City informed on a regular basis that the Services are being performed in accordance with the requirement and intentions of this Agreement.

1.4 If applicable, Consultant has designated those persons listed in Exhibit “A” to provide the Services to the City. Consultant will not change or reassign those persons described in Exhibit “A” without prior written notice to City, and will not replace those individuals with individuals to whom City has a reasonable objection.

2. Standard of Performance. Consultant acknowledges that in entering into this Agreement the City is relying on Consultant's special skills and experience to do and perform the Services. While performing the Services, Consultant will exercise the reasonable professional care and skill customarily exercised by reputable members of Consultant's profession practicing in the Northern California area. The acceptance of the Services by City does not release Consultant from these obligations.

Consultant will be responsible for employing or engaging all persons necessary to perform the Services.

Consultant will control the manner and means of the services to be performed by its employees and subconsultants. All of Consultant's staff will be qualified by training and experience to perform their assigned tasks. Consultant will give its personal attention to the fulfillment of the provisions of this Agreement by all of its employees and subcontractors, if any, and will keep the Services under its control.

DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 558 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 2 PSA_City Attorney Approved Version 040821
On demand of City, if any employee or subcontractor of Consultant fails or refuses to carry out the provisions of this Agreement or appears to be incompetent or to act in a disorderly or improper manner, he or she will be discharged immediately from the Services.

3. Term. Unless earlier terminated, the term of this Agreement will be effective for a period of one year from the date first above written. The City Manager may amend the Agreement to extend it for two additional one-year periods or parts thereof in an amount not to exceed one hundred thousand dollars ($100,000) per Agreement year. Extensions will be based upon a satisfactory review of Consultant's performance, City needs, and appropriation of funds by the City Council. The parties will prepare a written amendment indicating the effective date and length of the extended Agreement.

4. Schedule. Consultant will generally adhere to the schedule set forth in Exhibit “A” provided, that City will grant reasonable extensions of time for the performance of the Services occasioned by unusually lengthy governmental reviews of Consultant’s work product or other unavoidable delays occasioned by unforeseen circumstances; provided, further, that such unavoidable delay will not include strikes, lockouts, work stoppages, or other labor disturbances conducted by, or on behalf of, Consultant’s officers or employees.

Consultant acknowledges the importance to City of City’s project schedule and agrees to put forth its best professional efforts to perform the Services in a manner consistent with that schedule. City understands, however, that Consultant’s performance must be governed by sound practices. Consultant will work such overtime or engage such personnel and equipment as necessary to maintain the schedule, without additional compensation.

5. Compensation.

5.1 The total fee payable for the Services to be performed during the term of this Agreement will be a not to exceed amount of one hundred thousand dollars ($100,000) as may be further specified in the attached Exhibit “A.” No other compensation for the Services will be allowed except for items covered by subsequent amendments to this Agreement. The City reserves the right to withhold a ten percent (10%) retention until City has accepted the Services.

5.2 Payment will occur only after receipt by City of invoices sufficiently detailed to include hours performed, hourly rates, and related activities and costs for approval by City.

5.3 Within thirty (30) days after receipt of any applicable progress payment request, City will verify the accuracy of the request, correct the charges where appropriate, and make payment to Consultant in an amount equal to the amount of such application, as verified or corrected by City. No payment made prior to completion and acceptance of the Services will constitute acceptance of any part of the Services.

City reserves the right to withhold payment from Consultant on account of Services not performed satisfactorily, delays in Consultant's performance of Services, or other defaults hereunder.

6. Status of Consultant. Consultant will perform the Services as an independent contractor, free from the control and direction of City, in pursuit of Consultant’s independent calling, and not as an employee of City. The persons used by Consultant to provide the Services under this Agreement will not be considered employees of City for any purposes whatsoever and City will not pay any tax, workers’ compensation insurance, retirement contributions or unemployment contributions on behalf of Consultant or its employees or subcontractors. Consultant agrees to indemnify and pay City within thirty (30) days for any tax, retirement contribution, social security, overtime payment, unemployment payment or workers’ compensation payment, including, but not limited to, those based on any provision of the Federal Affordable Care Act, which City may be required to make on behalf of Consultant or any agent, employee, or contractor of Consultant for work done under this Agreement. The payment made to Consultant pursuant to the Agreement will be the full and complete compensation to which Consultant is entitled. City will not make any federal or state tax withholdings on behalf of Consultant or its agents, employees or subcontractors.

At the City’s election, City may deduct the amounts paid pursuant to this Section, from any balance owing to Consultant.

DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 559 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 3 PSA_City Attorney Approved Version 040821

7. Subcontracting. Consultant's services are being requested by City because they are unique and personal. Except as may be specified in Exhibit “A”, Consultant will not subcontract any portion of the Services without prior written approval of City Manager or his/her designee. If Consultant subcontracts any of the Services, Consultant will be fully responsible to City for the acts, errors and omissions of Consultant's subcontractor and of the persons either directly or indirectly employed by the subcontractor, as Consultant is for the acts and omissions of persons directly employed by Consultant. Nothing contained in this Agreement will create any contractual relationship between any subcontractor of Consultant and City.

Consultant will be responsible for payment of subcontractors. Consultant will bind every subcontractor and every subcontractor of a subcontractor by the terms of this Agreement applicable to Consultant's work unless specifically noted to the contrary in the subcontract and approved in writing by City.

8. Other Consultants. The City reserves the right to employ other consultants in connection with the Services.

9. Indemnification. Consultant agrees to indemnify, including the cost to defend, City, its officers, agents, volunteers and employees from any and all claims, demands, costs or liability that arise out of, or pertain to, or relate to the negligence, recklessness, or willful misconduct of Consultant and its agents in the performance of services under this Agreement, 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 City or the agents, servants, or independent contractors who are directly responsible to City, or arising from the active negligence of City.

10. Insurance. Consultant will obtain and maintain, at its cost and expense, for the duration of the Agreement and any and all amendments, insurance against claims for injuries to persons or damage to property which may arise out of or in connection with performance of the Services by Consultant or Consultant’s agents, representatives, employees or subcontractors. The insurance will be obtained from an insurance carrier admitted and authorized to do business in the State of California. The insurance carrier is required to have a current Best's Key Rating of not less than "A:VII."

10.1 Coverages and Limits. Consultant will maintain the types of coverages and minimum limits indicated below, unless Risk Manager or City Manager, in consultation with the City Attorney approves a lower amount. These minimum amounts of coverage will not constitute any limitations or cap on Consultant's indemnification obligations under this Agreement. City, its officers, agents, volunteers and employees make no representation that the limits of the insurance specified to be carried by Consultant pursuant to this Agreement are adequate to protect Consultant. The coverage will contain no special limitations on the scope of its protection to the above-designated insureds except for Workers Compensation and errors and omissions insurance. Consultant will obtain occurrence coverage, excluding Professional Liability, which will be written as claims-made coverage. If Consultant believes that any required insurance coverage is inadequate, Consultant will obtain such additional insurance coverage, as Consultant deems adequate, at Consultant's sole expense.

10.1.1 Commercial General Liability Insurance. $2,000,000 combined single-limit per occurrence for bodily injury, personal injury and property damage. If the submitted policies contain aggregate limits, general aggregate limits will apply separately to the work under this Agreement or the general aggregate will be twice the required per occurrence limit.

10.1.2 Automobile Liability. $1,000,000 combined single-limit per accident for bodily injury and property damage.

10.1.3 Workers' Compensation and Employer's Liability. Workers' Compensation limits as required by the California Labor Code and Employer's Liability limits of $1,000,000 per accident for bodily injury. Workers' Compensation and Employer's Liability insurance will not be required if Consultant has no employees and provides, to City's satisfaction, a declaration stating this.

DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 560 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 4 PSA_City Attorney Approved Version 040821

10.1.4 Professional Liability. Errors and omissions liability appropriate to Consultant’s profession with limits of not less than $1,000,000 per claim.

10.2 Endorsements. For Commercial General Liability Insurance, Consultant will ensure that the policies are endorsed to name the City, its officers, agents, volunteers and employees as additional insureds. Prior to City's execution of this Agreement, Consultant will furnish, to the satisfaction of the City, certificates of insurance and endorsements.

10.3 Cancellation. Insurance will be in force during the life of the Agreement and any extensions of it and will not be canceled without thirty (30) days prior written notice to City sent pursuant to the notice provisions of this Agreement.

10.4 Failure to Maintain Coverage. If Consultant fails to maintain any of these insurance coverages, then City will have the option to declare Consultant in breach of this Agreement, or may purchase replacement insurance or pay the premiums that are due on existing policies in order to maintain the required coverages. Consultant is responsible for any payments made by City to obtain or maintain insurance and City may collect these payments from Consultant or deduct the amount paid from any sums due Consultant under this Agreement.

10.5 Submission of Insurance Policies. City reserves the right to require, at any time, complete and certified copies of any or all required insurance policies and endorsements.

10.6 Primary Coverage. For any claims related to the Services and this Agreement, the Consultant’s insurance coverage will be primary insurance with respect to City, its officers, agents, volunteers and employees. Any insurance or self-insurance maintained by City for itself, its officers, agents, volunteers and employees, will be in excess of Consultant’s insurance and not contributory with it.

10.7 Reduction in Coverage/Material Changes. Consultant will notify City in writing pursuant to the notice provisions of this Agreement thirty (30) days prior to any reduction in any of the insurance coverage required pursuant to this Agreement or any material changes to the respective insurance policies.

10.8 Waiver of Subrogation. The policies shall contain a waiver of subrogation for the benefit of City.

11. Business License. Consultant will obtain and maintain a City of Brentwood Business License for the term of the Agreement, as it may be amended from time-to-time.

12. Maintenance of Records. Consultant will maintain complete and accurate records with respect to costs incurred under this Agreement. All records will be clearly identifiable. Consultant will allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of records and any other documents created pursuant to this Agreement. Consultant will allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement.

13. Ownership of Documents.

13.1 All product produced by Consultant or its agents, employees, and subcontractors pursuant to this Agreement (the “Work Product”) is the property of City. In the event this Agreement is terminated, all Work Product produced by Consultant or its agents, employees and subcontractors pursuant to this Agreement will be delivered to City pursuant to the termination clause of this Agreement. Consultant will have the right to make one (1) copy of the Work Product for Consultant’s records.

13.2 The Work Product may be used by City and its agents, employees, representatives, and assigns, in whole or in part, or in modified form, for all purposes City may deem advisable, without further employment of or payment of any compensation to Consultant; provided, however, that if this Agreement is terminated for any reason prior to completion of the Project and if under such circumstances City uses, DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 561 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 5 PSA_City Attorney Approved Version 040821
or engages the services of and directs another consultant to use, the Work Product, City agrees to hold Consultant harmless from any and all liability, costs, and expenses relative to claims arising out of matters and/or events which occur subsequent to the termination of this Agreement as a result of causes other than the fault or negligence of Consultant, or anyone for whose acts it is responsible, in preparation of the Work Product. Consultant will not be responsible for deficiencies solely attributable to modifications of the Work Product performed by others, or that arise from use of the Documents in connection with a project or site other than that shown in the Work Product.

14. Copyrights. Consultant agrees that all copyrights that arise from the Services will be vested in City and Consultant relinquishes all claims to the copyrights in favor of City.

15. Confidentiality. All documents, reports, information, data, and exhibits prepared or assembled by Consultant in connection with the performance of the Services pursuant to the Agreement are confidential until released by the City to the public, and the Consultant will not make any of these documents or information available to any individual or organization not employed by the Consultant or the City without the written consent of the City before any such release.

16. Notices. Any notices relating to this Agreement shall be given in writing and shall be deemed sufficiently given and served for all purposes when delivered personally, by facsimile or by generally recognized overnight courier service, or five (5) days after deposit in the United States mail, certified or registered, return receipt requested, with postage prepaid, addressed as follows:

For City:

City of Brentwood
150 City Park Way
Brentwood, CA 94513
Phone No. (925) 516-5307
Attn: Jigar Shah
For Consultant:

Name: Ruggeri-Jensen-Azar
Title: Principal
Address: 4690 Chabot Drive, #200
Pleasanton, CA 94588
Phone: (925) 227-9100
Attn: Eddie Sieu
Either Party may change its address for purposes of this section by giving the other Party written notice of the new address in the manner set forth above.

17. Conflicts of Interest.

17.1 City will evaluate Consultant’s duties pursuant to this Agreement to determine whether disclosure under the Political Reform Act and City’s Conflict of Interest Code is required of Consultant or any of Consultant’s employees, agents, or subcontractors. Should it be determined that disclosure is required, Consultant or Consultant’s affected employees, agents, or subcontractors will complete and file with the City Clerk those schedules specified by City and contained in the Statement of Economic Interests Form 700.

17.2 Consultant understands that its professional responsibility is solely to City. Consultant warrants that it presently has no interest, present or contemplated, and will not acquire any direct or indirect interest, that would conflict with its performance of this Agreement. Consultant further warrants that neither Consultant, nor Consultant’s agents, employees, subcontractors and consultants have any ancillary real property, business interests or income that will be affected by this Agreement or, alternatively, that Consultant will file with the City an affidavit disclosing this interest. Consultant will not knowingly, and will take reasonable steps to ensure that it does not, employ a person having such an interest in the performance of this Agreement. If after employment of a person, Consultant discovers that it has employed a person with a direct or indirect interest that would conflict with its performance of this Agreement, Consultant will promptly disclose the relationship to the City and take such action as the City may direct to remedy the conflict.

DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 562 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 6 PSA_City Attorney Approved Version 040821

18. General Compliance with Laws. Consultant will keep fully informed of federal, state and local laws and ordinances and regulations which in any manner affect those employed by Consultant, or in any way affect the performance of the Services by Consultant. Consultant will at all times observe and comply with these laws, ordinances, and regulations and will be responsible for the compliance of the Services with all applicable laws, ordinances and regulations.

19. Pandemic Health Laws. Consultant’s duty to comply with Laws includes compliance by Consultant with all local, state, or federal Laws that have been or may be enacted in response to the COVID-19 pandemic (collectively, “Health Laws”), which include all of the County of Contra Costa Health Orders. Failure to fully comply with the Health Laws constitutes a material default, subject to all available remedies including suspension or termination.

20. Discrimination and Harassment Prohibited. Consultant will comply with all applicable local, state and federal laws and regulations prohibiting discrimination and harassment.

21. Termination. In the event of the Consultant's failure to prosecute, deliver, or perform the Services, City may terminate this Agreement for nonperformance by notifying Consultant in writing pursuant to the notice provisions of this Agreement. Consultant has five (5) business days to deliver any documents owned by City and all work in progress to City address contained in this Agreement. City will make a determination of fact based upon the work product delivered to City and of the percentage of work that Consultant has performed which is usable and of worth to City in having the Agreement completed. Based upon that finding City will determine the final payment of the Agreement. In the event City elects to terminate, City will have the right to immediate possession of all Work Product and work in progress prepared by Consultant, whether located at the project site, at Consultant's place of business, or at the offices of a subconsultant.

Either Party, upon tendering thirty (30) calendar days written notice to the other Party, may terminate this Agreement for convenience. In this event and upon request of City, Consultant will assemble the work product without charge and put it in order for proper filing and closing and deliver it to City. Consultant will be paid for work performed to the termination date; however, the total will not exceed the lump sum fee payable under this Agreement. City will make the final determination as to the portions of tasks completed and the compensation to be made.

22. Covenants Against Contingent Fees. Consultant warrants that Consultant has not employed or retained any company or person, other than a bona fide employee working for Consultant, to solicit or secure this Agreement, and that Consultant has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage, brokerage fee, gift, or any other consideration contingent upon, or resulting from, the award or making of this Agreement. For breach or violation of this warranty, City will have the right to terminate this Agreement for nonperformance, or, in its discretion, to deduct from the Agreement price or consideration, or otherwise recover, the full amount of the fee, commission, percentage, brokerage fees, gift, or contingent fee.

23. Claims And Lawsuits. By signing this Agreement, Consultant agrees that any Agreement claim submitted to City must be asserted as part of the Agreement process as set forth in this Agreement and not in anticipation of litigation or in conjunction with litigation. Consultant acknowledges that if a false claim is submitted to City by Consultant, it may be considered fraud and Consultant may be subject to criminal prosecution. Consultant acknowledges that California Government Code sections 12650 et seq., the False Claims Act, applies to this Agreement and, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of information. If City seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. Consultant acknowledges that the filing of a false claim may subject Consultant to an administrative debarment proceeding as the result of which Consultant may be prevented to act as a Consultant on any public work or improvement for a period of up to five (5) years. Consultant acknowledges debarment by another jurisdiction is grounds for City to terminate this Agreement.

DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 563 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 7 PSA_City Attorney Approved Version 040821

24. Jurisdiction, Venue and Governing Law. Any action at law or in equity brought by either of the Parties for the purpose of enforcing a right or rights provided for by this Agreement will be tried in a court of competent jurisdiction in the County of Contra Costa, State of California, and the Parties waive all provisions of law providing for a change of venue in these proceedings to any other county. This agreement will be governed by the laws of the State of California.

25. Testimony. Consultant will testify at City's request if litigation is brought against City in connection with Consultant's services under this agreement. Unless the action is brought by Consultant, or is based upon Consultant's actual or alleged negligence or other wrongdoing, City, upon prior written agreement with Consultant will compensate Consultant for time spent in preparation for testimony, testimony, and travel at Consultant's standard hourly rates at the time of actual testimony.

26. Successors and Assigns. It is mutually understood and agreed that this Agreement will be binding upon the Parties and their respective successors. Neither this Agreement nor any part of it nor any monies due or to become due under it may be assigned by Consultant without the prior written consent of City, which will not be unreasonably withheld.

27. Section Headings. Section headings as used in this Agreement are for convenience only and will not be deemed to be a part of such sections and will not be construed to change the meaning of the section.

28. Waivers. The waiver by either Party of any breach or violation of any term, covenant, or condition of this Agreement or of any applicable law will not be deemed to be a waiver of such term, covenant, condition or law or of any subsequent breach or violation of same or of any other term, covenant, condition or law. The acceptance by either Party of any fee or other payment which may become due under this Agreement will not be deemed to be a waiver of any preceding breach or violation by the other Party of any term, covenant, or condition of this Agreement or any applicable law.

29. Entire Agreement. This Agreement, together with any other written document referred to or contemplated by it embody the entire Agreement and understanding between the parties relating to the subject matter of it. The City Manager is authorized, in consultation with the City Attorney, to agree to nonmaterial amendments to this Agreement. Neither this Agreement nor any of its provisions may be amended, modified, waived or discharged except in a writing signed by both parties.

30. Authority. The individuals executing this Agreement and the instruments referenced in it on behalf of Consultant each represent and warrant that they have the legal power, right and actual authority to bind Consultant to the terms and conditions of this Agreement.

31. Severability. If any term, provision, condition or covenant of this Agreement or its application to any party or circumstances shall be held, to any extent, invalid or unenforceable, the remainder of this Agreement, or the application of the term, provision, condition or covenant to persons or circumstances other than those as to whom or which it is held invalid or unenforceable, shall not be affected, and shall be valid and enforceable to the fullest extent permitted by law.

DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 564 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 8 PSA_City Attorney Approved Version 040821

32. Signatures.

32.1 Counterparts. This Agreement may be executed in two or more counterparts, each of which together will be deemed an original, but all of which together will constitute the same instrument.

32.2 Digital/Electronic Signatures. Using a City-approved method, this Agreement may be executed through the use of digital or electronic signatures in accordance with Government Code Section

16.5. The presence of an electronic signature on this Agreement will be construed as the Parties’ consent to do business electronically.

CONSULTANT:
* By:

Printed Name: Joseph Azar
Title: President
** By:

Printed Name: Eddie Sieu
Title: Secretary
CITY:

By:

Tim Y. Ogden, City Manager
ATTEST:

By:

Margaret Wimberly, City Clerk
APPROVED AS TO FORM:

By:

Damien Brower, City Attorney
If required by City, proper notarial acknowledgment of execution by Consultant must be attached. If a Corporation, Agreement must be signed by one corporate officer from each of the following two groups. *Group A. **Group B.

Chairman, Secretary,
President, or Assistant Secretary,
Vice-President CFO or Assistant Treasurer
Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation.

If an LLC:
• The Agreement must be signed by a Managing Member or the LLC must attach a resolution empowering the signatory to bind the LLC.

If a partnership:
• The Agreement must be signed by the Managing Partner or the Partner authorized to execute agreements of this type. Additional documentation, such as the partnership agreement, confirming this signature authority may be required.

If a sole proprietorship:
• The Agreement must be signed by the owner.

DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 565 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 9 PSA_City Attorney Approved Version 040821
EXHIBIT “A”

SCOPE OF SERVICES
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Packet Pg. 566 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Prepared for:

FOR

SURVEY AND RELATED SERVICES
March 8, 2022

RECORD OF SURVEY TOPOGRAPHIC SURVEY

CONSTRUCTION STAKING

FINAL MAPPING PLAT AND LEGAL
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 567 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) TABLE OF CONTENTS                                                          PAGE A.   LeƩer of TransmiƩal ............................................................................................ 1 B.  Subconsultant ..................................................................................................... 2 C. SubmiƩal Approach ............................................................................................. 3

1.    Firm QualificaƟons ......................................................................................... 3 a.  Firm Background ........................................................................................ 3 b.   Staffing ...................................................................................................... 5

2.  Project Team ................................................................................................... 6

3.  Project Experience  .......................................................................................... 7

4.  Project Approach  .......................................................................................... 10

5.  Quality of Work  ............................................................................................ 11 D. Agreement Provisions ........................................................................................ 14 E.  Conflict of Interest ............................................................................................. 14 F.  Appendix
 Resumes of Key Personnel
 Sample of Work Products
 Rate and Expense Schedules
Statement of Qualiϐications
Survey and Related Services
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 568 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
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A. Letter of Transmittal
March 8, 2022
Ms. Renee Payette
City of Brentwood
Public Works Department
150 City Park Way
Brentwood, CA 94513
Re: Request for Qualifications (RFQ) for Survey and Related Services Dear Ms. Payette:

Thank you for the opportunity to submit this statement of qualifications (SOQ). Ruggeri-Jensen-Azar (RJA) has provided similar surveying services to a number of local Agencies with multi-year renewal contracts, including right of way survey, preparation of easement documents, final maps, construction staking, monument survey, topographic surveys, GPS surveys, right-of-way surveys, control surveys, record of surveys, as-built surveys as well as performing as consulting City Surveyor on behalf of agencies and providing the required survey related technical support.

Our team will consist of:
§ Mr. Eddie Sieu – Lead Sr. Project Manager and Principal-in-Charge with over 37 years of experience in providing civil engineering and surveying services with extensive background in easement documents, final map, staking related to street improvements, building construction § Mr. Scott Shortlidge – Sr. Project Manager and a Principal at RJA with over 36 years of experience in Subdivision Map Act, title issues, final maps and extensive Caltrans experience, including rightof-Way engineering, acquisition and appraisals § Mr. Kirk Myers – Licensed Civil Engineer and Land Surveyor with over 15 years in providing engineering and surveying services for construction staking and all survey related documents.

And will be supported by:
§ 2 additional licensed land surveyors, Eric Low with over 30 years of experience, and Bryan Pierce, with over 20 years of experience, as well as 4 AutoCAD technicians, engineers and 7 field survey crews
We believe RJA has assembled an experienced team and will be a good fit to meet the City’s goals for this contract. The following SOQ expands on our qualifications, experience and approach. We look forward to discussing our capabilities further with the City. In the meantime, please contact Eddie Sieu during the SOQ process if you have any questions or need additional information.

Sincerely,
Ruggeri-Jensen-Azar
Eddie Sieu, PE Scott Shortlidge, PLS
Principal-in-Charge Principal
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Packet Pg. 569 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
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B. Subconsultant
All scope of survey and related services as outlined in the RFQ will be performed by in-house office and/or field staff, except for the following subconsultant, whom we have worked with in the past 20 plus years on many successful projects:

Consultant Name: Portion of Work:

GeoCadd Aerial Surveys
Sandra Williamson
7011 Koll Center Parkway #163
Pleasanton, CA 94566
(510) 796-8555
Certified: DBE/SWBE/SBE
Aerial Photogrammetry
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 570 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
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C. Submittal Approach

1. Firm Qualifications
a. Firm Background
Ruggeri-Jensen-Azar (RJA), a California corporation established in 1995 with a staff of

19. Today, RJA has a staff of 71 employees comprised of 23 professional civil engineers and 5 licensed land surveyors and 7 field survey crews supported by project engineers, office survey technicians, AutoCAD technicians, land planners, and administrative staff in three office locations in the cities of Pleasanton, Gilroy and Rocklin.

The work for this contract will be performed by the Pleasanton office located at 4690 Chabot Drive, Suite 200, Pleasanton, CA 94588. Travel time will be per the attached Rate and Expense Schedules attached in the Appendix for performing the scope of work under each proposal for this contract. No separate travel time is proposed.

With our unparalleled design and surveying experience and vast resources of staffing support, RJA will be able to act as an extension of City staff and provide an unmatched level of response to various and simultaneous requests as may be required for this assignment and provide the necessary survey-related support expeditiously with stateof-the-art surveying equipment and software. Our survey toolbox used to measure and document field work includes Trimble and Leica Robotic Total Stations, Trimble and Leica GNSS Receivers, and Trimble and Leica Digital Leveling equipment. We utilize Trimble Business Center, Leica Infinity, Carlson Survey, Star-Net Adjustment and Civil 3D 2019 to review, reduce, anodize and complete the multiple survey work products we provide. We also sponsor two Leica Smart-Net GNSS received stations. One is located on our building in Pleasanton and the other is on our building in Gilroy. As a result, we are able to serve our clients ACROSS THE Bay Area, including areas within the City of Brentwood, with real time, quality geodetic positions as a subscriber to Leica's SmartNet nationwide GNSS system.

As mentioned in the cover letter, RJA has been providing similar survey related services to a number of agencies with multi-year renewal contracts, including:
§ City of Livermore – Since 7/2015
§ City of San Carlos – Since 6/2016
§ City of Pleasanton – Since 2013
§ City of San Ramon – Since 11/2017
§ City of Belmont – Since 2019
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 571 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
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• Supplemental Topographic
Surveys
• Aerial Topographic Survey
• Field Surveys
• Boundary Surveys
• Control Surveys
• High Precision GPS Surveys
• GPS Right-of-Way Surveys
• As-Built Surveys
• State Right-of-Way Surveys
• Tree Surveys
• Construction Staking
• Monumentation
• Construction Support
• Locating Property Corners
In addition to the above-mentioned agencies, thru other on-call contracts, RJA has had multi-year renewal contracts, has performed similar survey related services for many cities, counties and regional agencies. A representative list of the agencies includes:

Alameda County:
· City of Alameda
· City of Dublin
· City of Fremont
· City of Hayward
· City of Livermore
· City of Newark
· City of Pleasanton
· City of San Leandro
· City of Union City
San Joaquin County:
· City of Tracy
Napa County:
· City of American Canyon
Contra Costa County:
· City of Brentwood
· City of Hercules
· City of LafayeƩe
· City of Oakley
· City of Orinda
· City of PiƩsburg
· City of Pleasant Hill
· City of San Pablo
· City of San Ramon
· City of Walnut Creek
· Contra Costa County
· Town of Danville
San Mateo County:
· City of Belmont
· City of Half Moon Bay
· Town of Hillsborough
· City of Millbrae
· City of San Carlos
· City of San Mateo
Santa Clara County:
· City of Campbell
· City of Gilroy
· City of Los Altos
· City of Sunnyvale
Special Districts:
· Alameda County TransportaƟon
Improvement Authority
· Central Contra Costa Sanitary
District
· Contra Costa TransportaƟon
Authority
· County of Alameda
· County of San Mateo
· Dublin San Ramon Services District
· East Bay Regional Park District
· Santa Clara Valley Water District
The specialized expertise RJA has successfully delivered to our Clients includes:
§ Acting City Land Surveyor
§ On-Call Surveying Services
§ Caltrans State Right-of-Way Work
§ ALTA Surveys
§ Annexation Processing with LAFCO
and Annexation Maps
§ Corner Records
§ Plats & Legal Descriptions
§ Boundary Resolutions
§ Record of Survey
§ Review or Preparation of
Final/Parcel Maps
§ Subdivision Map Act
§ Right-of-Way Maps
§ Topographic Mapping
§ Lot Line Adjustments/Lot Mergers
§ Review of Title Reports
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 572 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
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b. Staffing
The organization of the proposed staff and subconsultant is delineated on the organization chart below for reference. All of the key personnel listed below are available to provide the support on an as-needed basis to process the City requests expeditiously and efficiently with the support of the engineers and AutoCAD technicians.

Sr. Project Manager
Scott Shortlidge, PLS
Secondary Contact
Field Survey Crew
Dan Fulks, Party Chief
Philip Escovedo, Party Chief
Darren Hatch, Party Chief
Sean Rice, Party Chief
Gilbert Escobedo, Party Chief
Mike Sutherland, Party Chief
Chris Wilcox, Party Chief
Aerial Subconsultant
Susan Williamson
GeoCadd Aerial Surveys
Ms. Renee Payette
Public Works Department
Eddie Sieu, PE
Sr. Project Manager
Primary Contact
Project Manager
Eric Low, PLS
Office Related Survey
Documents
Project Manager
Kirk Myers, PE, PLS
Office Related Survey
Documents and
Construction Staking
Project Manager
Bryan Pierce, PLS
Office Related Survey
Documents and
Construction Staking
Engineering and AutoCAD
Technical Support
Alex Azar, PE
Dominic Carucci, PE
David Terhune, PE
Alan Mullen
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 573 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
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2. Project Team
As shown on the organization chart on the previous page, RJA has assembled a large team to staff this contract. Our Sr. Project Manager, Mr. Scott Shortlidge, who will be supported by 3 licensed land surveyors and 7 field survey crews and supporting engineers and AutoCAD technicians to ensure requests are met in a timely manner. The reason we have assembled a large team is because we know based on past and current experience that on-call assignments could be fluid and we need to be able to “react” quickly in many instances.

With these vast resources, RJA will be able to provide the level of support we believe the City would expect under this on-call contract.

Summarized below is a brief highlight of the experience and qualifications of the key survey staff for this contract:

Ø Scott Shortlidge, PLS – Principal / Senior Project Manager • 36 years of experience in all areas of field and office land surveying. • Management experience with on-call contracts for local municipalities. • City Surveyor for City of San Carlos and City of Pleasanton. • Thoroughly knowledgeable of the Professional Land Surveyor’s Act, Subdivision Map Act, Caltrans and LAPM.
• Extensive experience with Caltrans and State right of way.

Ø Kirk Myers, PE, PLS – Survey Support
• More than 15 years of experience in civil engineering and land surveying. • Experience includes topographic survey and mapping, plats & legal descriptions, lot line adjustments, final mapping, AutoCAD support and construction staking calculations.

Ø Eric Low, PLS – Survey Support
• More than 30 years of experience in civil engineering and land surveying. • Experience includes grading design, utility design, road design, construction surveying, geodetic surveying, industrial surveying, tunnel surveying, QA surveying and laser scanning. Mr. Low has also worked on projects within several cities, and state and federal agencies.

Ø Bryan Pierce, PLS – Survey Support
• More than 20 years of experience in civil engineering and land surveying. • Extensive field and office work including boundary surveys, right-of-way surveys, topographic surveys, final mapping, lot line adjustments, plats and legal descriptions, closure calculations, corner records, monumentation, construction staking, and ALTA surveys.

DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 574 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
Page | 7
Ø Sandra Williamson – Photogrammetry
• 39 years of experience in details of the mapping process • Key areas of expertise include photogrammetry, aerotriangulation, orthophotography, historical aerial photography analysis, airborne LiDAR surveys, AutoCAD, Microstation, and TerraScan
Ø Field Survey – Total of 7 Crews
• Daren Hatch – 26 years of experience
• Dan Fulks – 20 years of experience
• Phil Escovedo – 18 years of experience
• Sean Rice– 3 years of experience
• Gilbert Escobedo – 27 years of experience
• Mike Sutherland – 20 years of experience
• Chris Wilcox - 10 years of experience

3. Project Experience
We have outlined below similar projects that RJA has engaged with other agencies for your reference.

On-Call Engineering and Surveying Services, City of Livermore RJA has been providing on-call engineering and surveying services for a variety of task orders for this multiple year agreement with the City since 2015. The services have included:
§ Topographic survey and base maps for design purposes. § Establish field survey controls.
§ Field survey existing streets, curb to curb, edge of pavement, back of sidewalk, lip of gutter, manhole rims, utility inverts and trees.
§ Pothole and survey existing utilities.
§ Provisions of title reports.
§ Work with title companies to perform street search.
§ Provide As-built Survey for CIP Projects.
§ Prepare an AutoCAD generated topographic and boundary map for design purposes. § Establish street right of way.
§ Prepare plats & legal descriptions.
§ Prepare final map.
§ Prepare lot line adjustment map.
§ Review survey documents.
§ Construction staking as requested.

Client: City of Livermore
Contact: Mr. Joel Waxdeck, PE, Sr. Civil Engineer
Telephone: (925)960-4511
Email: [email protected]
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 575 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
Page | 8
Contract Amount: $2,900,000
Team Member Involved: Scott Shortlidge, Kirk Myers
On-Call Surveying Services, City of Pleasanton
RJA is currently providing on-call surveying services to the City of Pleasanton in a multiple-year contract beginning in 2013 which has been extended numerous times through 2022. The services include:
· Topographic survey for design base maps.
· As-built surveys on behalf of City during construction of improvements. · Preparation of Final and Parcel Map.
· Signing final maps and survey related documents as a consulting City Surveyor. · Prepare survey related documents, including but not limited to plats and legal descriptions, lot line adjustments or lot merger, summary vacation documents, corner records, record of survey.
· Boundary and right of way survey for CIP projects.
· Review title reports and advice City of title issues. · Review boundary or property lines survey between properties for the City. · Establishment of survey controls for aerial topographic surveys. · Provide as-built survey.
· Referencing/reestablishment of City monuments.
· Construction staking/cut sheets for City CIP projects.

Client: City of Pleasanton
Contact: Mr. Adam Nelkie, PE, Senior Civil Engineer
Telephone: (925) 931-5650
Email: [email protected]
Contract Amount: $575,000
Team Member Involved: Scott Shortlidge, Kirk Myers
On-Call Engineering & Surveying Services, City of San Ramon RJA has been providing ongoing engineering and surveying services to the City of San Ramon for capital improvement projects and miscellaneous engineering and surveying assignments since 2017. The services have included:
§ Topographic and utility survey for design base maps.
§ Preparation of Plan Line Study, design surveys and franchise utility location plans for the widening on Crow Canyon Road
§ Prepared PS&E, construction staking and topographic surveys for sidewalk improvements and new storm and sewer connections for ABC Pet Clinic § Performed preliminary design, utilities analysis, design surveys, base map preparation and field survey/ROW determination for the Purdue Road Widening Study. § Designed drainage improvements and performed field surveys for Foster Home Farms historical site.

DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 576 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
Page | 9
§ PS&E, design and utility location surveys as part of improvements to approximately 2 miles of Bollinger Canyon Road.
§ Design surveys and ROW determinations for Bollinger Canyon Road Phase 5. § Construction staking for miscellaneous projects.

Client: City of San Ramon
Contact: Brian Bornstein, PE, City Engineer
Telephone: (925) 973-2686
Email: [email protected]
Contract Amount: $2,000,000
Team Member Involved: Scott Shortlidge, Kirk Myers
On-Call Engineering and Surveying Services, City of Belmont RJA is currently providing on-call engineering and surveying services for development applications reviews for the City of Belmont since 2019. The services include:
· Review of entitlement submittal applications for various private development projects, including podium style developments, 4-story condominium with underground garages, as well as single family residential development.
· Advise City of technical issues and completeness of applications. · Review Tentative Maps.
· Prepare Draft Conditions of Approval.
· Review pre-application submittals and provide initial feedback for the submittal to the City and applicant.
· Review SB330 submittal application to expedite review process. · Review public roadway improvement plans for compliance with City standards. · Review drainage and/or sewer calculations and studies. · Review C.3 storm water compliance for treatment and hydromodification storage. · Review building permit submittal drawings and related materials. · Review grading plans submittal, geotechnical recommendations and remedial grading plans. · Review final maps for conformance with Subdivision Map Act, closure calculations, title reports and related record documents.
· Review lot merger/lot line adjustment documents, plats and legal descriptions. · Review street vacation on easement dedication plats and legal descriptions. · Assist the City Engineer to coordinate review with Developer’s engineers and the applicant.

Client: City of Belmont
Contact: Ms. Bozhena Palatnik, PE
Telephone: (650) 595-7463
Email: [email protected]
Contract Amount: $100,000
Team Member Involved: Eddie Sieu, Scott Shortlidge
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 577 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
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4. Project Approach
A key element in RJA’s success providing similar services to agencies has been its ability to:

1. Respond quickly to an agency’s requests.

2. Develop a clear scope of work, timeline, budget and deliverables.

3. Prepare a good quality work product.

4. Meet client’s deadlines without sacrificing the quality of the work product.

5. Meet project budgets.

6. Provide proactive coordination and communication with clients throughout the duration of work.

7. Advise client on issues and offer solutions.

Response Time, Availability and Reliability
RJA is committed to working with City staff to process requests for services in an expeditious manner.

One of the reasons for our success with other on-call contracts with multi-year renewals is our unparalleled response time with Clients. RJA’s methodology for processing requests is straightforward and will allow for efficient responses to City staff. We understand the nature of on-call services can be fluid. Urgent or emergency requests may occur in addition to the “normal” requests. We propose to approach the City’s requests as follows:

RJA will respond immediately or within 2-4 hours (according to the nature of the emergency request) upon receiving the emergency request and follow up with a fee proposal within 24 working hours.

RJA will respond immediately or within the same day (according to the nature of the emergency request) upon receiving the urgent request and follow up with a fee proposal within 24 working hours.

RJA will prepare a written proposal within 2 working days for “normal” non-emergency or non-urgent requests. The written proposal will include a scope of services, estimate of anticipated costs and anticipated schedule for approval.

Further, to facilitate our response time, we propose all requests will be directed to our primary contact. With the depth of staff resources we allocated for this assignment, the Sr.

Project Manager will be able to process the City request efficiently and simultaneously if multiple resources are received, and work with the available staffing immediately to respond to the City. As noted, this approach has enabled our team to provide a matched level of services expected from our Clients.

Emergency Requests
Urgent Requests
“Normal” Requests
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Survey and Related Services
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We have also designated a “secondary” contact for purposes of urgent or emergency requests in case the primary contact is not immediately available to receive the request in person due to meetings or other reasons. The designated individuals are:

Eddie Sieu, PE
[email protected]
Primary contact/Sr. Project Manager for all
requests
Scott Shortlidge, PLS
[email protected]
Secondary contact/Sr. Project Manager

5. Quality of Work
Management Approach
“Hands On Management” has always been RJA’s management philosophy. As mentioned in the cover letter, senior level project manager, Mr. Sieu and Mr. Shortlidge will be “in the trenches” managing, assisting, and overseeing as well as preparing technical design and reviews, schedule, and budget ensuring the project team is fully committed to delivery of the projects in a timely manner and meeting City’s expectations and promised deadlines. Mr. Sieu and Mr. Shortlidge will also make sure project managers assigned to the projects are keeping the City staff apprised of key issues that need resolution and provide suggested solutions and if needed, meet the project applicant and his/her consultant teams to reconcile and solve key issues. “One Single Point of Contact.” All initial requests will be directed to Mr. Sieu first regardless nature of the requests. This allows Mr. Sieu to be involved with tracking and managing all requests more efficiently and follow up internally to ensure delivery is met.

Quality Assurance
RJA’s quality control starts at the task scoping, budgeting, and scheduling phase. It happens again during the project assignment phase with assigned staff. It continues to a daily basis when the various staff members assigned to the project will check each other’s work. QA/QC takes place again prior to any submittal to the reviewing agency. The Sr. Project Manager, or senior level staff, will perform an independent review of the documents being prepared. The QA/QC activity will be a budgeted work plan element for every submittal and deliverable. QA/QC requirements are equally enforced on all subconsultants’ work.

Keys to producing a quality project include pursuing the work as an extension of City staff with an aggressive and proactive approach to coordinate and communicate project challenges and issues at preliminary design phase, seek solutions collaboratively with our Clients, identifying potential costs impacts, and accept responsibility and ownership of the project. The extent and amount of Quality Control can be adjusted to correspond to the complexity and size of an individual project, and to accommodate the needs of the City.

DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 579 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
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Enclosed on the following page is a sample “11x17” drawing for a roadway widening project, including curb, gutter, sidewalk, driveway, improvements and pavement widening, grind and overlay as well as drainage improvements, and conform to existing improvements along properties.

RJA field survey existing improvements, include but not limited to, curb, sidewalk, curb ramps, AC pavement, driveways, fences, trees, mailboxes, edge of planting, hardscape, landscape elements, utility poles, manholes, valves, storm water inlets, USA markings, researched and obtained wet and dry utilities (electric, gas, telephone and CATV) base maps from affected agencies.

Based on the field data collected and utility base maps obtained, RJA prepares an AutoCAD generated base map showing above-ground features and underground utilities for design and plan preparation purposes. The AutoCAD standards used is based on the RJA “CAD Standard Guidebook, dated November 19, 2019 Version, CAD Civil 3D” for AutoCAD 2018 Software. The AutoCAD Standard features used to generate the base map include but not limited to:
§ Text Style –
Ø Naming Convention: RJA uses 3 different fonts (simplex.shx, helvbold.shx, shadow.shx) Ø Text Size –Standard text size will have a minimum text size of 0.1” Ø Dimension Styles –Dimension labels will have an arrow size of 0.1”, extension line extension of 0.18”
§ Line Types –
Ø Line Types –RJA uses the continuous linetype for the topographic background, hidden for existing easements, hidden2 for existing utilities, property2 for boundary linework, and phantom2 for right of way linework
Ø Lineweight-RJA uses a variety of different lineweights that are assigned based on the layer.

Majority of topographic background linework will be 0.35mm with 35% screen, existing major contours and buildings will be 0.60mm with 30% screen, boundary linework will

0.80mm, and right of way will be 0.70mm .

Ø Layers –The layer naming convention will follow the recommendations set forth in American Institute of Architects CAD Layer Guidelines. A copy of the RJA CAD standard can be provided to show layering naming convention used that would also show the line type and weight assigned to each layer.
§ Borders –
RJA will use a standard sheet size of 24”x36”(ANSI D) with 1” border when preparing exhibits and 8.5”x11”(ANSI A) for legal documents
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 580 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 581
Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
Page | 14
D. Agreement Provisions
If awarded this contract, RJA is prepared to sign the sample Professional Services Agreement, Attached B, attached in the RFQ with no exceptions taken.

E. Conflict of Interest
RJA does not have any current or perceived conflicts of interest that may affect the proposed work.

DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 582 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
F. Appendix
Resumes of key staff, our standard rate and expense schedules and Sample Work Products exhibits are included in the appendix for reference:
§ Resumes of Key Personnel
§ Rate and Expense Schedules
§ Sample Work Products:
- Corner Record
- Topographic Map
- Existing Conditions Plan
- Annexation Map
- Plat & Legal Description
- Record of Survey
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 583 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
Appendix
v Resumes of Key Personnel
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 584 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
Eddie Sieu
Role: Sr. Project Manager/Principal-in-Charge
Mr. Sieu has over 36 years of extensive experience in a variety of public works projects and private site developments involving master planned communities and in-fill sites that includes overseeing surveying and civil engineering for roadways, transportation, public infrastructure, landscape and park improvements including water and sewer facilities, storm drainage, grading and roadway improvements. He has also worked in the public sector as an engineer for the City of Mountain View where he implemented various Capital Improvement Projects. Mr. Sieu served previously as acting City Engineer for the City of Half Moon Bay and is the Project Manager and Principal-in-Charge for a number of on-call contracts with public agencies providing engineering and surveying services. Mr. Sieu also has extensive experience in coordinating with local, county, federal agencies, and special districts, including Caltrans, Union Pacific Railroad, RWQCB, FEMA, Kinder Morgan, Level 3 Fiberoptics, and PG&E.

REGISTRATION:
1988, Professional Engineer,
California, No. 44189
EDUCATION:

B.S., 1985, Civil Engineering,
University of California, Irvine
RELEVANT EXPERIENCE:

On-Call Engineering Services, City of San Carlos
§ Principal-in-Charge/Project Manager from 2016 to present § Responsible for plan review of development projects that includes condominium, townhomes, apartments, podiums, single family, as well as commercial, retail, infrastructure and roadway improvements
§ Coordination with City departments including Building, Planning and Fire Departments
§ Review preliminary entitlement application submittals and preparation of conditions of approval
§ Review of encroachment and other permit applications on behalf of Public Works Department
On-Call Civil Engineering Services, City of Belmont
§ Principal-in-Charge/Project Manager for all technical review § Responsible for plan review of development applications and provide technical review comments to Public Works Department
§ Assist Public Works Department to prepare conditions of approval § Assist City staff to provided expedited pre-application review for SB330 development application
§ Provide technical review on sewer and storm drain capacity for development applications
On-Call Surveying, City of Pleasanton
§ Principal-in-Charge for on-call services from 2013 to present § Quality assurance for office and field survey deliverables to City § Responsible for responding to task orders and adherence to budgets On-Call Surveying Services, City of Alameda
§ Principal-in-Charge responsible for technical quality from 2012 to present § Review of Parcel and Final Maps
§ Provide technical engineering support to survey documents § Review of street vacation, plat and legal description and lot line adjustment documents
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 585 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
On-Call Engineering & Surveying Services, City of Livermore § Project Manager/Principal for on-call services from 2015 to present § Technical oversight for City task orders for land surveying, civil engineering and related consulting services
§ Management of multidisciplinary team of consultants
§ Scheduling and budget controls
§ Ensure responsiveness and adequate staffing for multiple simultaneous task order requests
§ Coordination with Caltrans
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 586 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
Scott Shortlidge, PLS
Role: Office Survey
Mr. Shortlidge has over 36 years of experience in providing all areas of field and office surveying services for municipalities and private sector land development clients. He has specialized expertise in managing surveying and mapping projects including directing and computing GPS networks; establishing local and state right-of-way and/or property lines; preparation of plats and legal descriptions; preparation of survey-related documents, including record of survey, corner records for monumentation, lot line adjustments, and annexation documents; review of title reports and title-related issues; interpretation of the Subdivision Map Act at it relates to Map reviews; and preparation of Final and Parcel Maps. As the Acting City Surveyor reviewing and signing Final Maps.

REGISTRATION:
1990, Professional Land
Surveyor, California No. 6441
EDUCATION:

Austin Community College
(Surveying and Engineering)
Texas A&M University
(Surveying and Engineering)
RELEVANT EXPERIENCE:

On-Call Surveying Services, City of Pleasanton
§ Acting City Surveyor to support private development-related projects § Review of Final/Parcel Maps
§ Directs construction staking or as-built survey
§ Review boundary and topographic surveys
§ Review of plats and legal descriptions
§ Review survey related documents
On-Call Surveying Services, City of San Carlos
§ Acting City Surveyor
§ Review of title reports, grant deeds, plats & legal descriptions § Review of final maps for private developments
§ Review survey related documents for private development applications On-Call Surveying Services, City of Alameda
§ Parcel Map, Final Subdivision Map, and lot line adjustment reviews as acting City Surveyor
§ Review topographic survey, record of survey and grant deeds § Review boundary and property line survey
§ Provide survey support to City Attorney’s office as well as other City departments On-Call Survey Services, City of San Ramon
§ Project Manager for this multi-year on-call contract with the City of San Ramon § Bollinger Canyon Plan Line Study update
§ City Center Map review
§ Collector Street Flashing Lights Crosswalk projects
On-Call Surveying Services, City of Brentwood
§ Provide ongoing survey support for Public Works Department as well as City Manager’s office
§ Review and preparation of right of way dedication associated with development parcels
§ Review and preparation of plats and legal descriptions for easement dedication DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 587 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
Kirk Myers, PE, PLS
Role: Survey Support
Mr. Myers has 15 years of experience in civil engineering design and surveying experience including reviewing title reports, preparation of topographic surveys, maps, plats and legal descriptions, lot line adjustments, final mapping and construction staking calculations; preparation of plans, specifications and estimates for grading and roadway improvements and water, sewer and storm drainage facilities, as well as C.3 stormwater requirements. He is also experienced in coordinating and gaining approvals from local cities, counties, State and federal agencies, as well as special districts.

REGISTRATION:
2007, Professional Engineer,
California, No. 71740
2013, Professional Land
Surveyor, California No. 9009
EDUCATION:

B.S., 2004, Civil Engineering,
California Polytechnic State
University, San Luis Obispo,
California
CERTIFICATIONS:

Qualified SWPPP Developer and
Practitioner (QSD/QSP)
RELEVANT EXPERIENCE:

On-Call Surveying Services, City of Pleasanton, CA.
§ Topographic survey and mapping to support CIP projects. § Preparation of TIN modeling to create a 3-D surface for earthwork calculations. § Review final maps, plat and legal descriptions, and survey related documents.

Tracy Hills Construction Staking, City of Tracy, CA.
§ Establish survey control points for field survey crews. § Manage AutoCAD drawing interface with Trimble software. § Set-up staking files and download staking data to field survey crews for construction staking.
§ Download and process as-built survey points for design or field verification purposes.

Boulevard Construction Staking, City of Dublin, CA.
§ Establish survey control points for field survey crews. § Manage AutoCAD drawing interface with Trimble software. § Set-up staking files and download staking data to field survey crews for construction staking.
§ Download and process as-built survey points for design or field verification purposes.

Riverview, City of San Jose, CA.
§ Project Manager for a 32-acre multi-use development consisting of multifamily podium units, retail space and parks.
§ Preparation and review of title reports and easement issues. § Preparation of plats and legal descriptions.
§ Topographic mapping.
§ Review of final map for utility and/or roadway dedication.

Magee Ranch Annexation, City of Danville, CA.
§ Preparation of annexation documentation for 410 acres to Central Contra Costa Sanitary District and East Bay Municipal Utility District.
§ Reviewed title reports and performed title reviews.
§ Coordination of survey documents with affected agencies & stakeholders. § Preparation of annexation map and legal descriptions.

DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 588 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
Eric Low, PLS
Role: Survey Support
Mr. Low has over 30 years of in engineering and land surveying, including a wide spectrum of disciplines including grading design, utility design, road design, construction surveying, geodetic surveying, industrial surveying, tunnel surveying, QA surveying and laser scanning. Mr. Low has also worked on projects within several cities, and state and federal agencies including most cities in the greater Bay Area, Caltrans, East Bay Municipal District (EBMUD), PG&E, BART, and the Army Corps of Engineers.

REGISTRATION:
2006, Professional Land
Surveyor, California, No. 8132
RELEVANT EXPERIENCE:

On-Call Land Surveying Services, City of Dublin
§ Project Manager for on-call services
§ Responsible for managing multiple jobs for the City of Dublin including but not limited to: lot line adjustment reviews, monumentation verification, and final map checks. § Acting agent of the City, signing maps and represent the City and its constituents in a fair and un-bias manner
§ Worked effectively with multiple city engineers to bring all projects in under budget and on time
On-Call Surveying Services, City of Alameda
§ Principal Surveyor for on-call services
§ provide topographic surveys, legal descriptions for lot line adjustments, and new utility easements, construction staking and the development of parcel maps and Record of Surveys
On-Call Surveying Services, Town of Danville
§ Project Manager responsible for on-call services
§ Performed topographic and utility mapping for the design of a lane addition to one of the City’s main artery, Quality Assurance/Quality Control for finish floor and surface elevation surveys delivering a detailed report and topographic map, and curb replacement for a city street beginning with a topographic map § Provided construction staking
California College of Arts, City of San Francisco
§ Project Surveyor/Specialty Surveyor
§ Performed land net recovery and field ties, and established a high precision GPS/GNSS project control network, completed a design grade topographic, and utility survey with the use of state-of-the-art GNSS/GPS and total stations § Performed a 3D Laser Scan of the site to produce design level schematic drawings with 2D line work and a 3D surface (DTM) with value added 3D modeling of all features for the purpose site redesign and improvements DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 589 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
Bryan Pierce, PLS
Role: Survey Support
Mr. Pierce has been performing surveying work for over 20 years. His experience includes field and office work including boundary surveys, right-of-way surveys, topographic surveys, construction staking, ALTA surveys, preparation of Final Maps, Parcel Maps, Condominium Plans, Plats and Legal Descriptions, Least Squares Adjustments of Traverse, Levels, and GPS data, management and development of control networks, preparation of information for field crews, reduction of topographic surveys, and associated drafting.

REGISTRATION:

Professional Land Surveyor,
California No. 8859
EDUCATION:

Survey Engineering, New Mexico
State University College of
Engineering, 2001
RELEVANT EXPERIENCE:

Gilroy Downtown Streetscape, City of Gilroy
§ Land Surveyor responsible for the base mapping for the revitalization of various streets in Downtown Gilroy
§ Provided boundary, right-of-way mapping, and supplemental ground survey, including as well as coordinating aerial mapping
§ Provided conceptual design, graphics, three (3) dimensional “virtual” animations, presentations for community meetings, and City Council meetings for the Gilroy Downtown Revitalization
§ Public agency coordination included Santa Clara Valley Water District and the City of Gilroy.

Union Road Bridge Replacement Project, City of Hollister § Responsible for right-of-way surveys, aerial topographic mapping, channel and floodway cross-sections for hydraulic analysis, developing a property network map, delineating surrounding property boundaries and
§ Provided plats and legal descriptions for acquisition of a new street right-of-way Camino Arroyo Bridge, City of Gilroy
§ Responsible for surveying and construction staking to support the design of this new vehicle and pedestrian bridge on Camino Arroyo, connecting the existing roadway, which is currently divided by the Ronan Channel. § Provided field survey and office support to verify horizontal and vertical locations of existing control points, staking for rough grading, storm drain, water, and the new street lights.
§ Responsible for settlement monitoring for the embankment construction by performing weekly surveys.

Westside Boulevard Improvements, City of Hollister
§ Senior Land Surveyor responsible for right-of-way research and data compilation for the design of improvements and construction survey staking for four portions of a residential collector street, Westside Boulevard. The project encompassed construction of approximately 2,600 L.F. of street section to accommodate lanes in the future.
§ Survey work included property/right-of-way determination, preparation of documents to support right-of-way acquisition, and construction survey.

Glenwood Drive Corridor Widening, Scotts Valley
§ Senior Land Surveyor responsible for topographic surveys, right-of-way mapping and plats and legal descriptions for this project related to providing for an overlay, curbs, gutters, and sidewalks for both sides of the street to serve the higher traffic volumes from the new high school.

DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 590 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services

SANDRA WILLIAMSON
CEO/Chief of Photogrammetry
YEARS WITH COMPANY: 23
EDUCATION: B.S.Degree - Geography/Cartographic, Physical, University of Maryland, 1977 Post Graduate Courses: Photogrammetry, Surveying, Engineering Measurements, Airborne GPS & Aerotriangulation for Airborne Framing and Pushbroom Sensors, Fortran, CADD, AutoCad Level II, III, MapGuide, AutoCad Instructor Training, Autolisp, Microstation, ArcGIS, UAV flight planning, PMP certification
PROFESSIONAL American Society of Photogrammetry and Remote Sensing AFFILIATIONS: American Congress on Surveying and Mapping Bay Area Automated Mapping Association Project Management Institute
Ms. Williamson is responsible for project management of all Photogrammetry and GIS projects as well as quality control/quality assurance. She has a record of excellence in managing and meeting fasttrack schedules for projects that have brought great financial value to the firm’s clientele and in meeting the public needs. As a Principal of the firm, she has traditionally led and managed the firm’s most complex and multi-faceted projects. She began her career in photogrammetry in 1977 and was employed as Photogrammetry/ CADD manager for a leading civil engineering firm before assuming the position of Manager of Geocadd Surveys. She is capable of managing the complete photogrammetric mapping process, from flight planning to final delivery. She also has experience in flight planning and ground control requirements for LIDAR and digital mapping cameras.

The following is a representative listing of Ms. Williamson’s project experience:
§ ACPWA- Tesla Rd, Livermore, CA.- Photogrammetric mapping & orthophotos § ACPWA- Patterson Pass Rd., Livermore, Ca.- Photogrammetric mapping & orthophotos § Treasure Island & Yerba Buena Island- Photogrammetric mapping & orthophotos § SR120 -McKinley Ave., Manteca, Ca.- CALTRANS Photogrammetric mapping & orthophotos § ACTA- East West Connector Project- Union City, Ca.- Photogrammetric mapping & orthophotos § Santa Cruz County Transportation Authority-Route 1 Photogrammetric mapping & orthophotos § Route 238- Hayward, Ca.- Photogrammetric mapping & color orthophotos for road improvements
§ I580-I680 BART Overcrossing Study Photogrammetric Mapping & Digital Orthophotos § Hwy4-Oakley, Ca. Photogrammetric mapping & orthophotos to Caltrans standards § ACTA - I580 Castro Valley photogrammetric mapping
§ CALTRANS- On call photogrammetric mapping services contract § Route-89- Tahoe City, Ca.- Photogrammetric mapping & color orthophotos for-Placer County § Route-28-KingsBeach, Ca.- Photogrammetric mapping & color orthophotos for Placer County DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 591 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
Appendix
Rate and Expense Schedules
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 592 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services

RATE AND EXPENSE SCHEDULES

HOURLY RATE SCHEDULE FOR PROFESSIONAL SERVICES
Classification Rate
Senior Project Manager ...................................................................................................................... $252.00 Project Manager.................................................................................................................................... 235.00 Senior: Engineer, Surveyor, Planner ..................................................................................................... 224.00 Associate: Engineer, Surveyor, Planner ................................................................................................ 208.00 Engineer, Surveyor, Planner .................................................................................................................. 192.00 Assistant: Engineer, Surveyor, Planner ................................................................................................. 168.00 Senior Designer/Technician .................................................................................................................. 170.00 Technician ............................................................................................................................................. 149.00 Assistant Technician .............................................................................................................................. 128.00 Project Coordinator............................................................................................................................... 115.00 Administrative Assistant ......................................................................................................................... 98.00 Clerical .................................................................................................................................................... 75.00 Field Survey Manager............................................................................................................................ 207.00 1-Person Survey Crew ........................................................................................................................... 189.00 2-Person Survey Crew ........................................................................................................................... 297.00 3-Person Survey Crew ........................................................................................................................... 354.00 Principal................................................................................................................................................. 262.00 Deposition/Court Appearance ..................................................................... rates are available upon request

EXPENSE SCHEDULE
Bond Copy (24"x36") ..................................................................................................................... $1.50 each Color/mylar plot (small, medium) ................................................................................................ $10.00 each Color/mylar plot (large) ............................................................................................................... $50.00 each Xerox copy ...................................................................................................................................... $0.15 each Color xerox copy (8½ x 11 or 11 x 17) ............................................................................................ $0.50 each Client-Requested Overtime........................................................................................... Hourly Rate plus 25% All other expenses, actual cost plus 15%, including:

Delivery Service
Outside Reproduction
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 593 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
HOURLY CHARGE RATE SCHEDULE- PHOTOGRAMMETRY\GIS\CADD
AERIAL PHOTOGRAPHY Per project estimate
PHOTOG RAMMETRY:

Photogrammetrist $90.00
CADD Editor $90.00
DIGITAL IMAGER Y:

Imaging Technician $90.00
Professional: Project Manager/ $135.00
Chief Photogrammetrist
Services and Expenses:

Supplies cost
Travel 58.5 cents per mile plus
travel time & expenses
Rush orders 50% additional charge
Outside services 1.25 x cost
Billing rates include overhead, equipment, space rental, etc.

Any sales tax enacted by any government body will be added to the above rates. • Above rates are effective Jan. 1, 2022
• Annual escalation rate is 5%
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 594 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Statement of Qualifications
Survey and Related Services
Appendix
Sample Work Products:
· Corner Record
· Aerial Topographic Map
· Annexation Map
· Plat & Legal Description
· Record of Survey
· Street Cross Sections
· Topographic Survey Base Map
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 595 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l Packet Pg. 596
Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l Packet Pg. 597
Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 598 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 599 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 600 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 601 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 602 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 603 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

TOPOGRAPHIC SURVEY BASE MAP
DocuSign Envelope ID: 2770763F-7533-4DF8-A8F7-C9486E7AEE55 C.4.l
Packet Pg. 604 Attachment: Ruggeri-Jensen-Azar Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 1 PSA_City Attorney Approved Version 040821

AGREEMENT FOR ON-CALL SURVEY AND RELATED SERVICES
Wood Rodgers, Inc.

THIS AGREEMENT is made and entered into as of the _____ day of __________________, 2022 by and between the City of Brentwood, a municipal corporation of the State of California ("City"), and Wood Rodgers, Inc., an S Corporation ("Consultant") (each a “Party” and collectively, the “Parties”).

RECITALS
A. City requires the professional services of a consultant specifically trained and experienced in survey and related services, which are professional services outside of services offered by City.

B. Consultant has the professional skills and experience necessary to perform the services described in this Agreement.

C. Consultant customarily engages in these services as part of its independently established trade, occupation, and/or business, separately from its work for City.

D. City desires to engage Consultant to provide these services by reason of its qualifications and experience in performing such services
E. Consultant has submitted a proposal to City and has affirmed its willingness and ability to perform such work on the terms and manner set forth in this Agreement.

NOW, THEREFORE, in consideration of these recitals and the mutual covenants contained herein, the Parties agree as follows:

1. Scope of Work.

1.1 City retains Consultant, as an independent contractor, to perform, and Consultant agrees to render, those services (the "Services") that are described in the attached Exhibit "A," which is incorporated by this reference, pursuant to this Agreement’s terms and conditions.

1.2 Consultant will control the manner and the means of the work to be performed, and be responsible for the professional quality, technical accuracy and coordination of the Services. Consultant will, without additional compensation, correct or revise any errors or deficiencies in the Services.

1.3. Consultant will keep City informed on a regular basis that the Services are being performed in accordance with the requirement and intentions of this Agreement.

1.4 If applicable, Consultant has designated those persons listed in Exhibit “A” to provide the Services to the City. Consultant will not change or reassign those persons described in Exhibit “A” without prior written notice to City, and will not replace those individuals with individuals to whom City has a reasonable objection.

2. Standard of Performance. Consultant acknowledges that in entering into this Agreement the City is relying on Consultant's special skills and experience to do and perform the Services. While performing the Services, Consultant will exercise the reasonable professional care and skill customarily exercised by reputable members of Consultant's profession practicing in the Northern California area. The acceptance of the Services by City does not release Consultant from these obligations.

Consultant will be responsible for employing or engaging all persons necessary to perform the Services.

Consultant will control the manner and means of the services to be performed by its employees and subconsultants. All of Consultant's staff will be qualified by training and experience to perform their assigned tasks. Consultant will give its personal attention to the fulfillment of the provisions of this Agreement by all of its employees and subcontractors, if any, and will keep the Services under its control. 

















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Packet Pg. 605 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 2 PSA_City Attorney Approved Version 040821
On demand of City, if any employee or subcontractor of Consultant fails or refuses to carry out the provisions of this Agreement or appears to be incompetent or to act in a disorderly or improper manner, he or she will be discharged immediately from the Services.

3. Term. Unless earlier terminated, the term of this Agreement will be effective for a period of one year from the date first above written. The City Manager may amend the Agreement to extend it for two additional one-year periods or parts thereof in an amount not to exceed one hundred thousand dollars ($100,000) per Agreement year. Extensions will be based upon a satisfactory review of Consultant's performance, City needs, and appropriation of funds by the City Council. The parties will prepare a written amendment indicating the effective date and length of the extended Agreement.

4. Schedule. Consultant will generally adhere to the schedule set forth in Exhibit “A” provided, that City will grant reasonable extensions of time for the performance of the Services occasioned by unusually lengthy governmental reviews of Consultant’s work product or other unavoidable delays occasioned by unforeseen circumstances; provided, further, that such unavoidable delay will not include strikes, lockouts, work stoppages, or other labor disturbances conducted by, or on behalf of, Consultant’s officers or employees.

Consultant acknowledges the importance to City of City’s project schedule and agrees to put forth its best professional efforts to perform the Services in a manner consistent with that schedule. City understands, however, that Consultant’s performance must be governed by sound practices. Consultant will work such overtime or engage such personnel and equipment as necessary to maintain the schedule, without additional compensation.

5. Compensation.

5.1 The total fee payable for the Services to be performed during the term of this Agreement will be a not to exceed amount of one hundred thousand dollars ($100,000) as may be further specified in the attached Exhibit “A.” No other compensation for the Services will be allowed except for items covered by subsequent amendments to this Agreement. The City reserves the right to withhold a ten percent (10%) retention until City has accepted the Services.

5.2 Payment will occur only after receipt by City of invoices sufficiently detailed to include hours performed, hourly rates, and related activities and costs for approval by City.

5.3 Within thirty (30) days after receipt of any applicable progress payment request, City will verify the accuracy of the request, correct the charges where appropriate, and make payment to Consultant in an amount equal to the amount of such application, as verified or corrected by City. No payment made prior to completion and acceptance of the Services will constitute acceptance of any part of the Services.

City reserves the right to withhold payment from Consultant on account of Services not performed satisfactorily, delays in Consultant's performance of Services, or other defaults hereunder.

6. Status of Consultant. Consultant will perform the Services as an independent contractor, free from the control and direction of City, in pursuit of Consultant’s independent calling, and not as an employee of City. The persons used by Consultant to provide the Services under this Agreement will not be considered employees of City for any purposes whatsoever and City will not pay any tax, workers’ compensation insurance, retirement contributions or unemployment contributions on behalf of Consultant or its employees or subcontractors. Consultant agrees to indemnify and pay City within thirty (30) days for any tax, retirement contribution, social security, overtime payment, unemployment payment or workers’ compensation payment, including, but not limited to, those based on any provision of the Federal Affordable Care Act, which City may be required to make on behalf of Consultant or any agent, employee, or contractor of Consultant for work done under this Agreement. The payment made to Consultant pursuant to the Agreement will be the full and complete compensation to which Consultant is entitled. City will not make any federal or state tax withholdings on behalf of Consultant or its agents, employees or subcontractors.

At the City’s election, City may deduct the amounts paid pursuant to this Section, from any balance owing to Consultant.


















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Packet Pg. 606 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 3 PSA_City Attorney Approved Version 040821

7. Subcontracting. Consultant's services are being requested by City because they are unique and personal. Except as may be specified in Exhibit “A”, Consultant will not subcontract any portion of the Services without prior written approval of City Manager or his/her designee. If Consultant subcontracts any of the Services, Consultant will be fully responsible to City for the acts, errors and omissions of Consultant's subcontractor and of the persons either directly or indirectly employed by the subcontractor, as Consultant is for the acts and omissions of persons directly employed by Consultant. Nothing contained in this Agreement will create any contractual relationship between any subcontractor of Consultant and City.

Consultant will be responsible for payment of subcontractors. Consultant will bind every subcontractor and every subcontractor of a subcontractor by the terms of this Agreement applicable to Consultant's work unless specifically noted to the contrary in the subcontract and approved in writing by City.

8. Other Consultants. The City reserves the right to employ other consultants in connection with the Services.

9. Indemnification. Consultant agrees to indemnify, including the cost to defend, City, its officers, agents, volunteers and employees from any and all claims, demands, costs or liability that arise out of, or pertain to, or relate to the negligence, recklessness, or willful misconduct of Consultant and its agents in the performance of services under this Agreement, 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 City or the agents, servants, or independent contractors who are directly responsible to City, or arising from the active negligence of City.

10. Insurance. Consultant will obtain and maintain, at its cost and expense, for the duration of the Agreement and any and all amendments, insurance against claims for injuries to persons or damage to property which may arise out of or in connection with performance of the Services by Consultant or Consultant’s agents, representatives, employees or subcontractors. The insurance will be obtained from an insurance carrier admitted and authorized to do business in the State of California. The insurance carrier is required to have a current Best's Key Rating of not less than "A:VII."

10.1 Coverages and Limits. Consultant will maintain the types of coverages and minimum limits indicated below, unless Risk Manager or City Manager, in consultation with the City Attorney approves a lower amount. These minimum amounts of coverage will not constitute any limitations or cap on Consultant's indemnification obligations under this Agreement. City, its officers, agents, volunteers and employees make no representation that the limits of the insurance specified to be carried by Consultant pursuant to this Agreement are adequate to protect Consultant. The coverage will contain no special limitations on the scope of its protection to the above-designated insureds except for Workers Compensation and errors and omissions insurance. Consultant will obtain occurrence coverage, excluding Professional Liability, which will be written as claims-made coverage. If Consultant believes that any required insurance coverage is inadequate, Consultant will obtain such additional insurance coverage, as Consultant deems adequate, at Consultant's sole expense.

10.1.1 Commercial General Liability Insurance. $2,000,000 combined single-limit per occurrence for bodily injury, personal injury and property damage. If the submitted policies contain aggregate limits, general aggregate limits will apply separately to the work under this Agreement or the general aggregate will be twice the required per occurrence limit.

10.1.2 Automobile Liability. $1,000,000 combined single-limit per accident for bodily injury and property damage.

10.1.3 Workers' Compensation and Employer's Liability. Workers' Compensation limits as required by the California Labor Code and Employer's Liability limits of $1,000,000 per accident for bodily injury. Workers' Compensation and Employer's Liability insurance will not be required if Consultant has no employees and provides, to City's satisfaction, a declaration stating this. 

















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Packet Pg. 607 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 4 PSA_City Attorney Approved Version 040821

10.1.4 Professional Liability. Errors and omissions liability appropriate to Consultant’s profession with limits of not less than $1,000,000 per claim.

10.2 Endorsements. For Commercial General Liability Insurance, Consultant will ensure that the policies are endorsed to name the City, its officers, agents, volunteers and employees as additional insureds. Prior to City's execution of this Agreement, Consultant will furnish, to the satisfaction of the City, certificates of insurance and endorsements.

10.3 Cancellation. Insurance will be in force during the life of the Agreement and any extensions of it and will not be canceled without thirty (30) days prior written notice to City sent pursuant to the notice provisions of this Agreement.

10.4 Failure to Maintain Coverage. If Consultant fails to maintain any of these insurance coverages, then City will have the option to declare Consultant in breach of this Agreement, or may purchase replacement insurance or pay the premiums that are due on existing policies in order to maintain the required coverages. Consultant is responsible for any payments made by City to obtain or maintain insurance and City may collect these payments from Consultant or deduct the amount paid from any sums due Consultant under this Agreement.

10.5 Submission of Insurance Policies. City reserves the right to require, at any time, complete and certified copies of any or all required insurance policies and endorsements.

10.6 Primary Coverage. For any claims related to the Services and this Agreement, the Consultant’s insurance coverage will be primary insurance with respect to City, its officers, agents, volunteers and employees. Any insurance or self-insurance maintained by City for itself, its officers, agents, volunteers and employees, will be in excess of Consultant’s insurance and not contributory with it.

10.7 Reduction in Coverage/Material Changes. Consultant will notify City in writing pursuant to the notice provisions of this Agreement thirty (30) days prior to any reduction in any of the insurance coverage required pursuant to this Agreement or any material changes to the respective insurance policies.

10.8 Waiver of Subrogation. The policies shall contain a waiver of subrogation for the benefit of City.

11. Business License. Consultant will obtain and maintain a City of Brentwood Business License for the term of the Agreement, as it may be amended from time-to-time.

12. Maintenance of Records. Consultant will maintain complete and accurate records with respect to costs incurred under this Agreement. All records will be clearly identifiable. Consultant will allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of records and any other documents created pursuant to this Agreement. Consultant will allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement.

13. Ownership of Documents.

13.1 All product produced by Consultant or its agents, employees, and subcontractors pursuant to this Agreement (the “Work Product”) is the property of City. In the event this Agreement is terminated, all Work Product produced by Consultant or its agents, employees and subcontractors pursuant to this Agreement will be delivered to City pursuant to the termination clause of this Agreement. Consultant will have the right to make one (1) copy of the Work Product for Consultant’s records.

13.2 The Work Product may be used by City and its agents, employees, representatives, and assigns, in whole or in part, or in modified form, for all purposes City may deem advisable, without further employment of or payment of any compensation to Consultant; provided, however, that if this Agreement is terminated for any reason prior to completion of the Project and if under such circumstances City uses, 

















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Packet Pg. 608 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 5 PSA_City Attorney Approved Version 040821
or engages the services of and directs another consultant to use, the Work Product, City agrees to hold Consultant harmless from any and all liability, costs, and expenses relative to claims arising out of matters and/or events which occur subsequent to the termination of this Agreement as a result of causes other than the fault or negligence of Consultant, or anyone for whose acts it is responsible, in preparation of the Work Product. Consultant will not be responsible for deficiencies solely attributable to modifications of the Work Product performed by others, or that arise from use of the Documents in connection with a project or site other than that shown in the Work Product.

14. Copyrights. Consultant agrees that all copyrights that arise from the Services will be vested in City and Consultant relinquishes all claims to the copyrights in favor of City.

15. Confidentiality. All documents, reports, information, data, and exhibits prepared or assembled by Consultant in connection with the performance of the Services pursuant to the Agreement are confidential until released by the City to the public, and the Consultant will not make any of these documents or information available to any individual or organization not employed by the Consultant or the City without the written consent of the City before any such release.

16. Notices. Any notices relating to this Agreement shall be given in writing and shall be deemed sufficiently given and served for all purposes when delivered personally, by facsimile or by generally recognized overnight courier service, or five (5) days after deposit in the United States mail, certified or registered, return receipt requested, with postage prepaid, addressed as follows:

For City:

City of Brentwood
150 City Park Way
Brentwood, CA 94513
Phone No. (925) 516-5307
Attn: Jigar Shah
For Consultant:

Name: Wood Rodgers, Inc.

Title: Principal Surveyor
Address: 3301 C Street, Building 100B
Sacramento, CA 95816
Phone: (916) 341-7760
Attn: Michael Long
Either Party may change its address for purposes of this section by giving the other Party written notice of the new address in the manner set forth above.

17. Conflicts of Interest.

17.1 City will evaluate Consultant’s duties pursuant to this Agreement to determine whether disclosure under the Political Reform Act and City’s Conflict of Interest Code is required of Consultant or any of Consultant’s employees, agents, or subcontractors. Should it be determined that disclosure is required, Consultant or Consultant’s affected employees, agents, or subcontractors will complete and file with the City Clerk those schedules specified by City and contained in the Statement of Economic Interests Form 700.

17.2 Consultant understands that its professional responsibility is solely to City. Consultant warrants that it presently has no interest, present or contemplated, and will not acquire any direct or indirect interest, that would conflict with its performance of this Agreement. Consultant further warrants that neither Consultant, nor Consultant’s agents, employees, subcontractors and consultants have any ancillary real property, business interests or income that will be affected by this Agreement or, alternatively, that Consultant will file with the City an affidavit disclosing this interest. Consultant will not knowingly, and will take reasonable steps to ensure that it does not, employ a person having such an interest in the performance of this Agreement. If after employment of a person, Consultant discovers that it has employed a person with a direct or indirect interest that would conflict with its performance of this Agreement, Consultant will promptly disclose the relationship to the City and take such action as the City may direct to remedy the conflict.


















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Packet Pg. 609 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 6 PSA_City Attorney Approved Version 040821

18. General Compliance with Laws. Consultant will keep fully informed of federal, state and local laws and ordinances and regulations which in any manner affect those employed by Consultant, or in any way affect the performance of the Services by Consultant. Consultant will at all times observe and comply with these laws, ordinances, and regulations and will be responsible for the compliance of the Services with all applicable laws, ordinances and regulations.

19. Pandemic Health Laws. Consultant’s duty to comply with Laws includes compliance by Consultant with all local, state, or federal Laws that have been or may be enacted in response to the COVID-19 pandemic (collectively, “Health Laws”), which include all of the County of Contra Costa Health Orders. Failure to fully comply with the Health Laws constitutes a material default, subject to all available remedies including suspension or termination.

20. Discrimination and Harassment Prohibited. Consultant will comply with all applicable local, state and federal laws and regulations prohibiting discrimination and harassment.

21. Termination. In the event of the Consultant's failure to prosecute, deliver, or perform the Services, City may terminate this Agreement for nonperformance by notifying Consultant in writing pursuant to the notice provisions of this Agreement. Consultant has five (5) business days to deliver any documents owned by City and all work in progress to City address contained in this Agreement. City will make a determination of fact based upon the work product delivered to City and of the percentage of work that Consultant has performed which is usable and of worth to City in having the Agreement completed. Based upon that finding City will determine the final payment of the Agreement. In the event City elects to terminate, City will have the right to immediate possession of all Work Product and work in progress prepared by Consultant, whether located at the project site, at Consultant's place of business, or at the offices of a subconsultant.

Either Party, upon tendering thirty (30) calendar days written notice to the other Party, may terminate this Agreement for convenience. In this event and upon request of City, Consultant will assemble the work product without charge and put it in order for proper filing and closing and deliver it to City. Consultant will be paid for work performed to the termination date; however, the total will not exceed the lump sum fee payable under this Agreement. City will make the final determination as to the portions of tasks completed and the compensation to be made.

22. Covenants Against Contingent Fees. Consultant warrants that Consultant has not employed or retained any company or person, other than a bona fide employee working for Consultant, to solicit or secure this Agreement, and that Consultant has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage, brokerage fee, gift, or any other consideration contingent upon, or resulting from, the award or making of this Agreement. For breach or violation of this warranty, City will have the right to terminate this Agreement for nonperformance, or, in its discretion, to deduct from the Agreement price or consideration, or otherwise recover, the full amount of the fee, commission, percentage, brokerage fees, gift, or contingent fee.

23. Claims And Lawsuits. By signing this Agreement, Consultant agrees that any Agreement claim submitted to City must be asserted as part of the Agreement process as set forth in this Agreement and not in anticipation of litigation or in conjunction with litigation. Consultant acknowledges that if a false claim is submitted to City by Consultant, it may be considered fraud and Consultant may be subject to criminal prosecution. Consultant acknowledges that California Government Code sections 12650 et seq., the False Claims Act, applies to this Agreement and, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of information. If City seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. Consultant acknowledges that the filing of a false claim may subject Consultant to an administrative debarment proceeding as the result of which Consultant may be prevented to act as a Consultant on any public work or improvement for a period of up to five (5) years. Consultant acknowledges debarment by another jurisdiction is grounds for City to terminate this Agreement. 

















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Packet Pg. 610 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 7 PSA_City Attorney Approved Version 040821

24. Jurisdiction, Venue and Governing Law. Any action at law or in equity brought by either of the Parties for the purpose of enforcing a right or rights provided for by this Agreement will be tried in a court of competent jurisdiction in the County of Contra Costa, State of California, and the Parties waive all provisions of law providing for a change of venue in these proceedings to any other county. This agreement will be governed by the laws of the State of California.

25. Testimony. Consultant will testify at City's request if litigation is brought against City in connection with Consultant's services under this agreement. Unless the action is brought by Consultant, or is based upon Consultant's actual or alleged negligence or other wrongdoing, City, upon prior written agreement with Consultant will compensate Consultant for time spent in preparation for testimony, testimony, and travel at Consultant's standard hourly rates at the time of actual testimony.

26. Successors and Assigns. It is mutually understood and agreed that this Agreement will be binding upon the Parties and their respective successors. Neither this Agreement nor any part of it nor any monies due or to become due under it may be assigned by Consultant without the prior written consent of City, which will not be unreasonably withheld.

27. Section Headings. Section headings as used in this Agreement are for convenience only and will not be deemed to be a part of such sections and will not be construed to change the meaning of the section.

28. Waivers. The waiver by either Party of any breach or violation of any term, covenant, or condition of this Agreement or of any applicable law will not be deemed to be a waiver of such term, covenant, condition or law or of any subsequent breach or violation of same or of any other term, covenant, condition or law. The acceptance by either Party of any fee or other payment which may become due under this Agreement will not be deemed to be a waiver of any preceding breach or violation by the other Party of any term, covenant, or condition of this Agreement or any applicable law.

29. Entire Agreement. This Agreement, together with any other written document referred to or contemplated by it embody the entire Agreement and understanding between the parties relating to the subject matter of it. The City Manager is authorized, in consultation with the City Attorney, to agree to nonmaterial amendments to this Agreement. Neither this Agreement nor any of its provisions may be amended, modified, waived or discharged except in a writing signed by both parties.

30. Authority. The individuals executing this Agreement and the instruments referenced in it on behalf of Consultant each represent and warrant that they have the legal power, right and actual authority to bind Consultant to the terms and conditions of this Agreement.

31. Severability. If any term, provision, condition or covenant of this Agreement or its application to any party or circumstances shall be held, to any extent, invalid or unenforceable, the remainder of this Agreement, or the application of the term, provision, condition or covenant to persons or circumstances other than those as to whom or which it is held invalid or unenforceable, shall not be affected, and shall be valid and enforceable to the fullest extent permitted by law. 

















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Packet Pg. 611 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 8 PSA_City Attorney Approved Version 040821

32. Signatures.

32.1 Counterparts. This Agreement may be executed in two or more counterparts, each of which together will be deemed an original, but all of which together will constitute the same instrument.

32.2 Digital/Electronic Signatures. Using a City-approved method, this Agreement may be executed through the use of digital or electronic signatures in accordance with Government Code Section

16.5. The presence of an electronic signature on this Agreement will be construed as the Parties’ consent to do business electronically.

CONSULTANT:
* By:

Printed Name: Mark Rayback
Title: President
** By:

Printed Name: Andrew Durling
Title: Secretary
CITY:

By:

Tim Y. Ogden, City Manager
ATTEST:

By:

Margaret Wimberly, City Clerk
APPROVED AS TO FORM:

By:

Damien Brower, City Attorney
If required by City, proper notarial acknowledgment of execution by Consultant must be attached. If a Corporation, Agreement must be signed by one corporate officer from each of the following two groups. *Group A. **Group B.

Chairman, Secretary,
President, or Assistant Secretary,
Vice-President CFO or Assistant Treasurer
Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation.

If an LLC:
x The Agreement must be signed by a Managing Member or the LLC must attach a resolution empowering the signatory to bind the LLC.

If a partnership:
x The Agreement must be signed by the Managing Partner or the Partner authorized to execute agreements of this type. Additional documentation, such as the partnership agreement, confirming this signature authority may be required.

If a sole proprietorship:
x The Agreement must be signed by the owner.


















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Packet Pg. 612 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) 9 PSA_City Attorney Approved Version 040821
EXHIBIT “A”

SCOPE OF SERVICES


















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Packet Pg. 613 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) City of Brentwood | Statement of Qualifi cations for
Survey and Related Services for
Infrastructure Projects (City of Developer Driven)
March 8, 2022


















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Packet Pg. 614 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Corporate Office: 3301 C Street, Bldg. 100-B • Sacramento, CA 95816 • Tel: 916.341.7760 • Fax: 916.341.7767 Pleasanton Office: 4670 Willow Road, Suite 125 • Pleasanton, CA 94588• Tel: 925.847.1556 • Fax: : 925.847.1557 www.woodrodgers.com
March 8, 2022
City of Brentwood
Public Works Department
Attention: Renee Payette
150 City Park Way, Brentwood, CA 94513
Survey and Related Services
Subject: Request for Qualifications for Survey and Related Services for Infrastructure Projects Ms. Payette,
Wood Rodgers, Inc. would like to take this opportunity to respond to your Request for Qualifications for Survey and Related Services for Infrastructure Projects for the City of Brentwood (City) with the attached qualifications package.

The City requires a consultant to essentially serve as the City Surveyor, providing a wide-range of survey related services including preliminary construction surveys, topographic surveys (including Unmanned Aerial Surveys), construction staking, right-of-way surveys, monumentation, as-built surveys, and water surveys.

Wood Rodgers’ survey team has in-depth experience in providing similar Surveyor services for local agencies in the Bay Area including Alameda County Public Works, and the Cities of Oakland and San Ramon. The Wood Rodgers Survey Department has performed over 760 maps consisting of up to 49,000 parcels.

The work under this contract will be managed out of our Wood Rodgers’ Pleasanton and Sacramento offices.

Wood Rodgers has over 340 multi-disciplined staff with extensive on-call project experience that matches the City’s need for a consultant that can provide a wide range of various services on projects ranging from small sub-$10,000 tasks, to larger, more complex survey projects.

I, Michael Long, PLS, CFedS, will serve as your Principal-in-Charge for any issued task orders. As a Principal at Wood Rodgers serving as the Survey Director overseeing all survey activities, I have the authority to commit additional resources to any task orders or project assignments as-needed. With over 40 years of experience, in surveying and mapping in the public and private sector, I have prepared well over 500 ALTA/ACSM Land Title Surveys, which were used to aid in the design of commercial development throughout California, Nevada, Arizona, Utah and Oregon.

Wood Rodgers acknowledges receipt of Addendum No. 1 and have adjusted our proposal accordingly.

We look forward to the opportunity to assist the City with all of your CIP Surveying needs. Should you require any addiutional information or have any questions, please contact me at (916) 326-5894 or via email at [email protected]
Sincerely,
Michael E. Long, PLS, CFedS
Principal, Survey Director


















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Packet Pg. 615 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

STATEMENT OF QUALIFICATIONS FOR

SURVEY AND RELATED SERVICES FOR INFRASTRUCTURE PROJECTS Wood Rodgers, Inc. – 22-0041 Page ൟ 2

FIRM QUALIFICATIONS
Founded in 1997, Wood Rodgers,
Inc.’s (Wood Rodgers) mission is
to provide our clients with
exceptional service, provide our
employees with a great work
environment, and provide lasting
value to society as a whole in the
work we do. Wood Rodgers
began with two engineers who
were determined to create an
energetic and innovative
engineering firm that focused on the needs of their clients and a dynamic workplace where staff were encouraged to grow. As a result, the firm has grown into a unique company incorporating innovation and quality to each project, while adhering to schedules, budgets, and environmental constraints. Wood Rodgers provides a flat organizational layering unlike other firms. We have adopted a network-modeled structure that places overall responsibility on the project managers and senior level engineers.

Wood Rodgers has successfully managed and completed numerous award-winning projects from inception to completion throughout the region, including those that require local, state, and federal agency approvals. We take pride in the fact that our principals and management staff are closely involved with the work product and are responsive to clients' needs. Our existing relationships with federal, state, and local agencies help to ensure the successful completion of our projects. We believe that our clients' success is our success.

CAPABILITIES
Surveying + Mapping | Wood Rodgers offers a wide range of professional surveying and mapping services for public projects. With over 35 years of experience working with federal, state, and local agencies, our survey staff is able to take traditional methods of survey and integrate the latest technology into all of our projects so that it saves time as well as being cost effective. Equipped with the latest Trimble Global Positioning System (GPS) receivers, Trimble robotic total stations, and TBC survey software, Wood Rodgers can assure that your projects will be completed with accuracy and quality that exceeds the City’s needs and expectations. Additionally, we use the California Surveying Virtual Survey Network (CSVSN) on NAD83 datum and Trimble R-10/R-12i units to maximize our production and GPS accuracy. We are also equipped with the latest Unmanned Aerial System (UAS) technology which provides a reliable and efficient tool to provide aerial topographic and photogrammetric data that can be used for planning, design, and quality control review.

Traditionally, the survey and mapping team will provide as-built surveys of any existing infrastructure by means of design level topographic mapping and/or an orthographic photography to identify conflicts prior to public improvement design.

This will be supplemented by conventional field surveys to identify existing locations and elevations of critical features of the proposed project and will be delivered in AutoCAD or Caltrans formats.

PRIMARY POINT-OF-CONTACT
Ryan Sexton, PLS
4670 Willow Road, Suite 125
Pleasanton, CA 94588
Phone: (925) 398-7916
Email: [email protected]


















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Packet Pg. 616 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

STATEMENT OF QUALIFICATIONS FOR

SURVEY AND RELATED SERVICES FOR INFRASTRUCTURE PROJECTS Wood Rodgers, Inc. – 22-0041 Page ൟ 3
Wood Rodgers’ understands that being part of a successful team includes communication, follow-through, and quality assurance and control. Through cost effective and timely methods, Wood Rodgers is able to guarantee the success of each and every surveying and mapping project.

Topographic Surveys (UAS Data Acquisition, Aerial Mapping, + Photogrammetry) | As part of the preliminary planning and/or design phase of a project, a topographic map provides the baseline for any engineering project. Wood Rodgers has the ability to deploy traditional manned aircraft as well as unmanned aerial systems (UAS) to capture the aerial images and data. UAS offer the advantage of speedier data collection at a reduced cost, while often times providing more accurate data compared to traditional aerial camera sensors. With our flexible aircraft types and multiple sensors, we can capture orthorectified mosaic imagery, oblique imagery, high definition video, multispectral imagery, topographic maps, point clouds, and 3D models.

As topographic surveys are necessary to capture current topographic features. This can be obtained economically and accurately using Aerial Photogrammetry, as well as Aerial and Mobile LiDAR. The aerial topographic survey will encompass the overall project site and shows all planimetric features such as the edge of pavement, railroad, striping, trees, fences, etc. Aerial and Mobile LiDAR allows for the mass collection of 3D points a survey grade accuracy to capture the full scope of the project. Field collection time is significantly reduced compared to traditional ground survey crews as up to 100,000 points can be collected per second. Specifically, a mobile LiDAR sensor mounted on a vehicle allows for the collection of survey data on roadways where traffic is a safety issue and placing field crews in travels ways is dangerous. The advantage of Aerial LiDAR vs. Photogrammetry is that the laser pulses are able to penetrate vegetation, thus allowing classification of ground vs. non-ground points for accurate bare earth modelling in vegetated areas and under tree canopies.

Right-of-Way Surveying + Monumentation | Wood Rodgers can provide survey services required for the location and mapping of existing right-of-ways as well as assist in the acquisition process and field location survey of any proposed right-of-way. Wood Rodgers is prepared to research record documents and maps as well as title reports to initiate and complete the right-of-way mapping process. We are prepared to survey existing right-of-way and boundary monumentation to provide a resolved right-of-way location for the engineering design process as well as provide legal descriptions, plat maps and record of survey maps for acquisition areas showing all horizontal control, new right-of-ways and record information for the conveyance parcels.

Construction Surveying/Staking | Wood Rodgers has vast experience in construction staking. We have performed construction staking on a wide array of projects, including: Commercial and Residential Subdivisions, Apartments and Condominiums, Capital Improvement Projects, Utility projects, and many others.

We can provide location of proposed construction features, alignments, slope staking, underground utility staking and establishment of horizontal and vertical datum, to name a few tasks. We provide our clients with cut sheets and other as-staked data as requested on a regular basis as we progress through the life cycle of the project. Wood Rodgers also practices above industry-standard QA/QC processes on all projects.

As-Built Surveys | Wood Rodgers has provided preliminary and final as-build surveys for commercial and residential developments to document all improvements to the land, verify accuracy, and ensure project construction progress. All of our as-built surveys are developed to meet the current standards and requirements of local agencies. Based on the accuracy of our documents, various agencies have used our as-built surveys to document various assets of an infrastructure project such as underground utilities, conduits, piping, etc. Wood Rodgers has also merged this data with GIS to provide inventory management to agencies for future use, historical data, and provide a foundation for future developments.

Water Surveys | Wood Rodgers also performed over 2,500 hydraulic surveys, including: cross-sections upstream and downstream of hydraulic structures, capturing hydraulic structure data (inverts, culvert sizes, headwall points, etc.), and stream gauge data. Several types of bathymetric surveys where our team has conducted include multi-beam sonar 

















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Packet Pg. 617 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

STATEMENT OF QUALIFICATIONS FOR

SURVEY AND RELATED SERVICES FOR INFRASTRUCTURE PROJECTS Wood Rodgers, Inc. – 22-0041 Page ൟ 4
surveys and single-beam sonar surveys to collect data to supplement areas obstructed during the multi-beam survey effort.

The captured data has been used for hydrologic modeling and analyses, as well as integrated into a single, seamless digital terrain model (DTM) to provide the most comprehensive surface to support the project design.

STAFF AVAILABILITY + LICENSURES + CERTIFICATIONS
The project team members identified in the organizational chart have been selected based on their relevant experience as well as their availability to commit to the duration of the project. Adjustments to the work staff will not be made without prior consultation and approval of the City. Wood Rodgers has seven (7) CA Professionally Licensed Surveyors; six (6) Land-Surveyors-in-Training; and six (6) FAA – Unmanned Aerial System (UAS) Remote Pilots.

PROJECT TEAM ORGANIZATION
The following organizational chart outlines our proposed team members and their role on this project. Full resumes for all staff shown are included as an appendix to this proposal. All staff shown are committed to the project will not be substituted without first consulting with the City and receiving specific approval in writing.

Upon receiving a
project specific RFP or
task order assignment,
our Contract/Project
Manager Ryan Sexton,
will review the
requested scope of
work and assign the
appropriate Task Order
Manager based on their
relevant qualifications
and experience in
relation to the project
type and requested
services; as well as their
availability to commit
to the duration of the
project.

SURVEY STAFF
The organizational chart highlights the key survey staff available to provide any task orders under the assigned scope of services from the City under this contract. Following the organization chart are matrices outlining our key team member’s skillsets as they match up to the contract’s Scope of Services; and relevant project experience. Full resumes that detail each individual’s full qualifications and relevant project experience are included as an Appendix to this SOQ.

KEY PROJECT TEAM + AVAILABILITY
Michael Long, PLS, CFedS | Principal-in-Charge + QA/QC | 35% Availability Mr. Long is a Principal and Survey Director at Wood Rodgers and has over 40 years of experience in surveying and mapping in the public and private sector. From 1988 to 1997, he served as the Deputy to the Contract City Engineer for the City of Lemoore, California and in 1998, he became the City Surveyor. He has prepared over 500 ALTA/ACSM Land Title Surveys, which were used to aid in the design of commercial and residential development throughout California, Nevada, Arizona, and Oregon. His work experience includes being the Survey Director Overseeing Survey Departments for boundary surveys, boundary line adjustments, easement preparation and mapping with local agencies. Mr. Long has 

















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Packet Pg. 618 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

STATEMENT OF QUALIFICATIONS FOR

SURVEY AND RELATED SERVICES FOR INFRASTRUCTURE PROJECTS Wood Rodgers, Inc. – 22-0041 Page ൟ 5
experience in supervising field crews in all aspects of surveying. Mike is also a veteran and served 9 years with the US Army, 3 of which as a Geodetic Surveyor.

Ryan Sexton, PLS | Project Manager | 50% Available
Mr. Sexton is a licensed Land Surveyor in the State of California and has 18 years of experience in the geospatial disciplines including land surveying, GIS, remote sensing, cartography and related fields. A Bachelor of Science and a Masters of Arts from the Geography Department at the University of California at Santa Barbara provide the foundation for his career. Mr. Sexton has worked on a variety of projects in the private sector for clients like Apple, Google, and Tesla; as well as public agencies including the cities of San Francisco, Mountain View, Redwood City, San Jose, EBMUD, CalWater, and many others. Mr. Sexton has extensive experience in all aspects of surveying both in the field and office.

RELEVANT PROJECT EXPERIENCE
CITY OF SAN RAMON ON-CALL SURVEYING SERVICES – SAN RAMON, CALIFORNIA Contract Date Construction Cost Contract Amount Construction Date 06/2017 – 10/2021 $1,353,795.00 $8,240.00 10/2021
Involvement Phases ܆ Planning ܈ Design ܆ Construction Phases Reference Theresa Peterson | City of San Ramon | 2401 Crow Canyon Road | San Ramon | CA 94583 | 925.973.2685 | [email protected]
Team | Ryan Sexton & Jesus Dorado Ureno (Surveying)
Wood Rodgers staff are currently acting as the City Surveyor for San Ramon in providing as-needed surveying services.

Tasks include providing review and discussing mapping issues with the City and applicants to complete the subdivision process. We provide guidance to the City for interpreting record deeds and mapsTask orders have included:
x Crow Canyon Pavement Study | Wood Rodgers and subconsultant team members prepared a Pavement Design Recommendations Report for the Crow Canyon Road Rehabilitation and Widening Project. Several pavement rehabilitation methods were analyzed including the use of foamed asphalt to recycle the existing base material, cement treating the existing base material, and a cold central plant process to recycle and repave the existing HMA surface. Wood Rodgers performed surveying, field testing and subsurface investigation, laboratory analysis, and preparation of a Pavement Reconstruction Design Recommendations Report for Crow Canyon Road.

CITY OF OAKLAND ON-CALL CITYWIDE SURVEYING SERVICES – OAKLAND, CALIFORNIA Contract Date Construction Cost Contract Amount Construction Date 10/2021 – 11/2021 Varies $43,395.00 Varies by Location
Involvement Phases ܆ Planning ܈ Design ܆ Construction Phases Reference Lucas Woodward | City of Oakland | 250 Frank H Ogawa Plaza, Suite 4344 | Oakland | CA 94612 | 510.238.6169 | [email protected]
Team | M. Long (Survey Manager); R. Sexton + J. Dorado Ureno + D. Taaning (Surveys) Wood Rodgers is currently providing on-call citywide surveying and mapping services for the City of Oakland. Tasks include the following:
x Surveying Services for Safe Routes to Schools 2021 – 2023 | Wood Rodgers, Inc. is providing professional land surveying services for 12 intersections in the City of Oakland, for the Department of Transportation (OakDOT) to support their plans to implement Safe Routes to School improvements at the 12 locations. The project proposes various countermeasures as well as upgrades in pedestrian facilities. The locations include:
x Alcatraz Ave and Herzog St.
x Birch St and 81st Ave
x Bancroft Ave and 81st Ave
x Harrison St and Hamilton Place
x Harrison St and 11th St
x Harrison St and 10th St


















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Packet Pg. 619 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

STATEMENT OF QUALIFICATIONS FOR

SURVEY AND RELATED SERVICES FOR INFRASTRUCTURE PROJECTS Wood Rodgers, Inc. – 22-0041 Page ൟ 6
x Jackson St and 11th St
x Jackson St and 10th St
x 12th St and Filbert St
x 12th St and Market St
x 10th St and Filbert St
x 10th St and Market St
All surface features within the project limits will be collected (but not limited to): curb, gutter, sidewalk, edge of pavement, driveways, handicap ramps, parking, walls, fences, vaults, pull boxes, pedestals, utility poles, overhead lines, surface indications of subsurface utilities. Appropriate survey methods will be used to obtain elevations of sewer and drainage improvements.

The field survey will be used to develop engineering base drawings and digital terrain models (DTM) to be used in the detailed civil design as well as for the production of complete biddable Plans, Specifications, and Engineer's Estimate (PS&E) for the proposed design.

CITYWIDE SURVEYING FOR PAVING PROJECTS – OAKLAND, CA
Contract Date Construction Cost Contract Amount Construction Date 9/2019 – 9/2021 Varies $150,000 Varies by Location
Involvement Phases ܆ Planning ܆ Design ܈ Construction Phases Reference Mastewal Cherinet | City of Oakland | 250 Frank H Ogawa Plaza, Suite 4344 | Oakland | CA 94612 | 510.238.4981 | [email protected]
Team | M. Long (Survey Manager); R. Sexton + J. Dorado Ureno + D. Taaning (Surveys) Wood Rodgers provided professional services necessary to prepare Corner Records for the City's paving projects. This effort is for 150 monuments on various streets within the City of Oakland. Specific scope of services included mobilization of a survey crew to locate monuments, set reference monuments, then prepare Corner Records and submit to the County of Alameda for processing. Task orders have included:
x High Street and Brookdale Ave. Citywide Pavement
Resurfacing
x West St. Const Staking
x Sutter Street Monument + Staking
x 34th St & 26th Street Surveys
x 34th & 32nd Street Surveys
x Harwood & College Benchmark
x W Grand Ave Topographic Surveying + Right of Way
OAK KNOLL – TRACT 8320, BKF ENGINEERS – OAKLAND, CA
Contract Date Construction Cost Contract Amount Construction Date 1/2019 – 12/2021 N/A $18,040 N/A
Involvement Phases ܆ Planning ܈ Design ܆ Construction Phases Reference Jacob Nguyen | BKF Engineers | 1730 N. First Street, Suite 600 | San Jose | CA 95112 | 510.899.7300 | [email protected]
Team | M. Long (Survey Manager)
Wood Rodgers, Inc. performed 3rd Party review of a Tract Map per the request of BKF Engineers and the Oakland City Surveyor after it was determined that the local agency was unable to meet prescribed time limits for technical review.

Specific scope of services included the technical review for the subdivision map to ensure that all provisions comply with the State and Local Ordinances and are applicable at the time of approval of the Vesting Tentative Tract Map and the completion of final map review.


















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Packet Pg. 620 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

STATEMENT OF QUALIFICATIONS FOR

SURVEY AND RELATED SERVICES FOR INFRASTRUCTURE PROJECTS Wood Rodgers, Inc. – 22-0041 Page ൟ 7
SELLERS AVENUE, SUBDIVISION 9421 – BRENTWOOD, CA
Contract Date Construction Cost Contract Amount Construction Date 3/2017 – 12/2019 Varies $347,000 Varies by Location
Involvement Phases ܈ Planning ܈ Design ܈ Construction Phases Reference Mark Currington | Meritage Homes of California | 2603 Camino Ramon, Suite 140 | San Ramon | CA 94583 | 925.543.4059
Team | R. Sexton (Surveys)
Wood Rodgers, Inc. performed professional services necessary to prepare a Topographic Survey, Subdivision Map, Rough Grading Plans, On-Site Improvement Plans, Soundwall Plans, Street Light Design, Stormwater Management Plan/Report, Hydrology and Hydraulic Calculations, Bond estimates, Building Plot Plans, Construction Staking, Pad Certifications, Monumentation, and Construction support for a 96 Lot single-family residential development.

PROJECT UNDERSTANDING

MAPPING LAND SURVEYING SERVICES
Wood Rodgers has vast experience with the review process of mapping products such as Final Maps, Parcel Maps, Records-of-Survey, Lot Line Adjustments, Corner Records and Certificates of Correction and Compliance. In the past 20 years, we have processed and recorded hundreds of these mapping projects throughout Northern California for a variety of unique projects/surveys. This experience has provided us with an understanding of the process and procedures of a variety of different Counties. We see the challenges that the Counties are faced with, whether they are looking at staffing issues or turn-around time from their consultants and sub-consultants. We feel that we have taken that understanding and developed an approach that addresses those challenges.

Through our years of survey work in the region, we have developed a working relationship with key City, County, State, and Federal staff which has resulted in quality survey products being completed in a timely manner. These relationships have provided a balanced understanding of the needs of the agency, as well as the client, and we feel that is the key to success on this contract.

Project Approach
Wood Rodgers has developed a standard approach for preparing and processing mapping products that is based on three primary principles: quality, communication, and efficiency. This standard approach not only ensures projects are completed on time and within budget, but also reduces costly re-submittals.

Wood Rodgers will start with a team meeting with key City staff to discuss City policies and procedures. This, together with our understanding of Section 8766 of the Business and Professions Code and the Subdivision Map Act, will serve as the foundation and guidelines for survey review.

The survey review will consist of reviewing the following:
x Clear Map Presentation
x General Map Layout, Form, and Material
x Clarity of Survey Elements such as Monuments, Evidence, and other Features that might assist in the survey resolution x Mathematical Accuracy of Survey Elements
x Mapping Elements such as Basis of Bearings, Annotation, Mapping Scale, and North Arrow
x Name and Legal Designation of the property where Survey is located
x Date or Time Period of Survey
x Relationship of Common Lines with the Survey
x Required Statements and Oaths
x Clear Resolution or Survey Notes
x Purpose or Reason for Survey Statement
x Control Scheme if Coordinate Values are shown
x Any Set Monuments are identified visibly marked or tagged with the LS # or RCE #
A timeline schedule would be created to track the timeline. Initial Map Check will be returned to the applicant within 20 calendar days. Subsequent Map Checks will be completed within 10 calendar days. The Mylar will be signed and returned to the City within three calendar days of final submittal. 

















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Packet Pg. 621 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

STATEMENT OF QUALIFICATIONS FOR

SURVEY AND RELATED SERVICES FOR INFRASTRUCTURE PROJECTS Wood Rodgers, Inc. – 22-0041 Page ൟ 8
A checklist of requirements for approval and recordation will be created if such is not available with City records. After a review is conducted a check print of comments, along with the checklist will be prepared and communicated to the applicant. A copy of the check print comments will be incorporated into a file and added to a project schedule which will be made available to the City. An electronic version will also be made available that can be viewed from any computer at a glance.

For those detailed, more complex comments or to simply help answer any questions from the applicant or City, Wood Rodgers has remote online screen share collaboration capabilities through either Skype Business/Teams or Go-To Meeting.

If needed, Wood Rodgers has the capability to provide consultation for any questions from the public or development community.

As a contractor with the City of Brentwood, Wood Rodgers would also be able to prepare various survey maps as requested. We will review the work, sign and seal, and then record the survey maps and documents with Contra Costa County. Wood Rodgers currently has six Licensed Land Surveyors and three Land Surveyors-in-Training that have the experience needed for the success of this project.

Wood Rodgers has a Quality Control program to ensure a successful project. Each step of the review will be evaluated by QA/QC Manager, Michael Long, PLS/CFedS. He will be assuring that all items have been addressed and that all required items are in hand.

FIELD LAND SURVEYING SERVICES
Wood Rodgers understands that the City requires professional land surveying services to support a variety of capital improvement projects. As a full-service engineering firm specializing in the design of these projects, Wood Rodgers is highly experienced in establishing survey control; mapping of property boundaries and easements; and developing project-specific topographic mapping and providing construction staking in support of these projects. We are highly experienced in using the latest Unmanned Aerial System (UAS) technology to acquire topographic data (and supplementing it as required), performing conventional surveys, and using Global Positioning System (GPS) techniques for the efficient capture of terrestrial and planimetric data Project Approach
Wood Rodgers’ standard approach also applies to field surveying services.

Wood Rodgers will start with a team meeting with key City staff to discuss policies and procedures. This, together with our understanding of the local control networks and our survey technologies, will serve as the foundation and guidelines for the survey approach. Approaches will commonly use a variety of survey technologies to achieve the most accurate deliverable in the most efficient amount of time. For instance, using our UAS technology to provide orthophotos for project sites allows for an efficient and affordable way to support project planning and quality control.

Important aspects of the project, including control, accuracy and datum requirements, along with anticipated deliverables will be documented and referenced throughout the survey efforts to assure that all aspects are being met. Periodic status reports will be provided as needed or as the City requests.

A schedule will be established outlining timeframes and milestones. Any variations to the established schedule will be immediately discussed with the City to outline the issues (access, weather, personnel, etc.) and discuss impacts to the overall schedule.

Currently, Wood Rodgers operates a minimum of five survey crews, and has the management and equipment to run up to eight crews. Our existing agreement with Operating Engineers Local No. 3 allows us to obtain additional 

















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Packet Pg. 622 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

STATEMENT OF QUALIFICATIONS FOR

SURVEY AND RELATED SERVICES FOR INFRASTRUCTURE PROJECTS Wood Rodgers, Inc. – 22-0041 Page ൟ 9
field and office staff as required to meet peak demands for service. We understand that construction projects are time critical, and being responsive to requests for surveying is paramount to keeping schedules on track. We are typically capable of providing full service within 72 hours of notice from our clients.

Deliverables will be thoroughly reviewed to assure that they meet the City’s expectations and include backup information as needed. Wood Rodgers has a Quality Control program to ensure a successful project. Each step of the review will be evaluated by QA/QC Manager, Michael Long, PLS/CFedS. He will be assuring that all items have been addressed and that all required items are in hand.

SCOPE OF WORK
Surveying + Mapping | Wood Rodgers offers a wide range of professional surveying and mapping services for public projects in California and Nevada. Having over 35 years of experience working with federal, state, and local agencies, our survey staff is able to take traditional methods of survey and integrate the latest technology into all of our projects so that it saves time as well as being cost effective. Equipped with the latest Trimble Global Positioning System (GPS) receivers, servo-driven Trimble total stations, and TBC survey software, Wood Rodgers can assure that your projects will be completed with accuracy and quality that exceeds the City’s needs and expectations. Additionally, we use the California Surveying Virtual Survey Network (CSVSN) on NAD83 datum and Trimble R-10/R-12i units to maximize our production and GPS accuracy. We are also equipped with the latest Unmanned Aerial System (UAS) technology, as well as Aerial and Mobile LiDAR, which provides a reliable and efficient tool to provide aerial topographic and photogrammetric data that can be used for planning, design, and quality control review.

Traditionally, the survey and mapping team will provide as-built surveys of any existing infrastructure by means of design level topographic mapping and/or an orthographic photography to identify conflicts prior to public improvement design.

This will be supplemented by conventional field surveys to identify existing locations and elevations of critical features of the proposed project and will be delivered in AutoCAD or Caltrans formats.

Wood Rodgers understands that being part of a successful team includes communication, follow-through, and quality assurance and control. Through cost effective and timely methods, Wood Rodgers can guarantee the success of each and every surveying and mapping project.

Safety is a primary concern with all field survey operations at Wood Rodgers. We have and follow an extensive safety program. Wood Rodgers utilizes the Caltrans Corridor Safety Procedures. Our field crew safety meetings are held to a mandatory schedule and are documented.

Right-of-Way Surveying | Wood Rodgers will be able to provide survey services required for the location and mapping of existing right-of-ways as well as assists in the acquisition process and field location survey of any proposed rights-ofway. We are capable of mapping in those areas in which project alignment and civil improvements may affect existing City right-of-way.

Wood Rodgers is prepared to research record documents and maps as well as title reports to initiate the right-of-way mapping processing. We are prepared to survey existing right-of-way and boundary monumentation to provide a resolved right-of-way location for the engineering design process. Wood Rodgers will provide legal descriptions, plat maps and record of survey maps for acquisition areas showing all horizontal control, new rights-of-way and record information for the conveyance parcels.

Engineering Surveying | Wood Rodgers has experience in providing survey services for engineering support. This includes, but is not limited to the preparation and mapping of topographic surveys, establishment of horizontal and vertical control for traditional design topographic surveys or survey control for aerial imagery, right of way and centerline alignment location surveys, utility surveys, and floodplain surveys. Wood Rodgers will utilize the most cost effective and precise methods to achieve the level of quality that the City requires and expects for engineering support.

Construction Surveying | During the construction phase, Wood Rodgers can and has performed construction staking on capital improvement projects and prepared staking notes and cut sheets. We can provide location of proposed 

















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Packet Pg. 623 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

STATEMENT OF QUALIFICATIONS FOR

SURVEY AND RELATED SERVICES FOR INFRASTRUCTURE PROJECTS Wood Rodgers, Inc. – 22-0041 Page ൟ 10
construction features, alignments, slope staking, underground utility staking and establishment of horizontal and vertical datums (baselines), to name a few tasks.

Current Technologies | Wood Rodgers prides ourselves at being at the forefront of technology and use of innovative products to not only increase conservation, but also efficiency. Our civil and structural engineers, surveyors, and drafters recently began using Blu Beam Review Version 20 to provide paper-free digital plan check services.

QUALITY OF WORK
The following pages show examples of our quality of work.

CONFLICT OF INTEREST
Wood Rodgers has thoroughly reviewed the City’s Conflict of Interest requirements outlined in the Request for Proposal we have determined that no actual or apparent conflicts of interests exist. We can assure the City that Wood Rodgers will take every step possible to keep any potential conflict to an absolute minimum. The firm has an adopted written conflict of interest policy to which all employees must adhere. Copies of our complete conflict of interest policy are available upon request.

CONTRACT EXCEPTIONS
Wood Rodgers has reviewed the City’s Sample Professional Services Agreement which was included as Attachment C to the Request for Qualifications and is in acceptance of the terms and conditions stated therein.



















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Packet Pg. 624 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

CITY OF OAKLAND
DRAWING NAME: J:\Jobs\9014_HSIP 9 Macarthur - Oakland\Geomatics\topo\HSIP 9 MACARTHUR.dwg PLOT DATE: 05-02-21
PLOTTED BY: rsextonHSIP CYCLE 9 FOOTHILL BLVD & MACARTHUR BLVD DEPARTMENT OF TRANSPORTATION 250 FRANK H. OGAWA PLAZA, SUITE 4314 * OAKLAND CA, 94612 (510) 238-3437 * FAX (510) 238-7227 SHEET NO. OF 10 SCALE: DATE:

PROJECT NO. CIVIL ENGINEER

CHECKED BY

DESIGNED BYDRAWN BY
DATE NO. BY REFERENCE
1004700 RCE NO.
65% REV 1 SUBMITTAL

NOT FOR BID OR CONSTRUCTION
RS
DWDW 7
LEGEND
Tel 925.847.1556
Fax 925.847.1557 PLEASANTON, CA 94588


















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PARCEL TWO(PTR)

PARCEL THREE (PTR)

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Packet Pg. 627 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements)

PROJECT ROLE
Principal-in-Charge +
QA/QC
TITLE
Principal Surveyor I

EDUCATION
Geodetic Surveying
(Coursework),
Defense Mapping Agency
(Fort Belvoir, Virginia)
Architecture and Civil
Engineering
(Coursework), Fresno
City College (Fresno,
California)
Business (Coursework),
De Anza College (San
Jose, California)

REGISTRATIONS/

CERTIFICATIONS
Professional Land
Surveyor, California No.
6815; Nevada No. 11186;
Arizona No. 29880; Utah
No. 351953-2201;
Oregon No. 02884LS;
Idaho No. 12639
Bureau of Land
Management:

Certified Federal
Surveyor, No. 1566

PROFESSIONAL

AFFILIATIONS
California Land Surveyors
Association
Idaho Society of
Professional Land
Surveyors
Nevada Association of
Land Surveyors

WOOD RODGERS,
INC. START DATE
May 15, 2000
www. woodrodgers .com

MICHAEL LONG, PLS, CFEDS
Mr. Long is a Principal at Wood Rodgers and has over 40 years of experience in surveying and mapping in the public and private sector. From 1988 to 1997, he served as the Deputy to the Contract City Engineer for the City of Lemoore, California and in 1998, he became the City Surveyor. He has prepared over 500 ALTA/ACSM Land Title Surveys, which were used to aid in the design of commercial development throughout California, Nevada, Arizona, and Oregon. His work experience includes being a survey department manager overseeing boundary surveys, boundary line adjustments, easement preparation and mapping with local agencies. Mr. Long has experience in supervising field crews in all aspects of surveying.

EXPERIENCE
City of San Ramon On-Call Surveying Services, San Ramon, California. Mr. Long is currently acting as the City Surveyor for San Ramon in providing as-needed surveying services. Tasks include providing review and discussing mapping issues with the City and applicants to complete the subdivision process. San Ramon local ordinances and the Subdivision Map Act are adhered to for project completion. We provide guidance to the City for interpreting record deeds and maps.

City of Oakland On-Call Citywide Surveying Services, San Ramon, California. Mr. Long is currently supervising citywide surveying and mapping services for the City of Oakland. Tasks include locating street monuments and preparing corner records to perpetuate their location before and after street paving projects. Currently we are scoped to provide survey services for 108 City monuments and Corner Records.

Oakland Waterfront Trail – US Audio/Capture Technologies Segment – Oakland, California. Mr.

Long is currently providing surveys as part of the design services for the City of Oakland for a gap closure segment of the Oakland Waterfront Trail. The Oakland Waterfront Trail is part of the San Francisco Bay Trail, a planned 400 mile network of bicycle and hiking trails that will form a continuous ring around the Bay. The US Audio/Capture Technology Segment will close one of the gaps in a 6.6 mile portion of the trail between Jack London Square and 66th Avenue.

On Call Survey Services – City of Piedmont, California. Mr. Long supervised a team of surveyors to prepare a GPS Control Network survey to establish geodetic control points throughout the City.

SR 89, Fanny Bridge – Lake Tahoe, California. Mr. Long is providing the lead for surveying and mapping for this project to re-align SR 89 and construct a new structure over the Truckee River to replace the iconic Fanny Bridge. Alternatives include installation of roundabouts and realignment of SR 89 through State Parks property to provide a connection to the new Placer County Transportation Center. The project will have a robust public outreach effort that will be led by Wood Rodgers and facilitated by the Tahoe Transportation District (TTD). Additionally, due to the unique structure, TTD has established an advisory committee consisting of TTD, Placer County, and USFS, to which the Wood Rodgers project lead will report. The PA/ED is anticipated to be completed in 2012.

Oakland International Airport, Port of Oakland – Oakland, California. Mr. Long supervised a team of surveyors for survey support for photogrammetric mapping to produce planimetric topographic mapping for airport apron reconstruction.

Lincoln Safe Routes to Schools – Lincoln, California. Mr. Long served as the surveying task lead providing the surveying and topographic mapping for this project to improve safety access to a total of six different school sites in the City. The project designed innovative “bulb-out” and retaining wall solutions to install many of the required pedestrian facilities. These solutions required outreach to local residences and impacted property owners, as well as design considerations to accommodate roadway drainage while minimizing impacts to existing facilities.

International Drive Extension, City of Rancho Cordova - Rancho Cordova, California. Mr. Long managed the surveys for the 21st/Freeport Two-Way Conversion Project. Project was to convert two existing one-way streets to two way traffic. Project scope also includes addition of traffic 

















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Packet Pg. 628 Attachment: Wood Rodgers, Inc. Survey Agreement (2677 : Approval of On-Call Civil/Structural, Geotechnical & Survey Agreements) Long, Michael