Proposal for City of Pico Rivera: On-Call Construction Management and Inspection Services G. Rights to Materials
H. Schedule of Hourly Rates
Rights to Materials
Southstar understands that all responses, inquiries, and correspondence relating to this RFP and all reports, charts, displays, schedules, exhibits, and other documentation produced by the Consultant that are submitted as part of the Proposal and not withdrawn shall, upon receipt by City, become property of the City.
Southstar Fee Proposal
Southstar understands that it is required to provide a Schedule of Hourly Rates that identifies the job titles of all personnel to be assigned to the City projects and these hourly rates will reflect all costs for office overhead, including direct and indirect costs. It is the intent of the City to enter into a Professional Services Agreement (PSA) with the selected Consultant for these services, on a not-to-exceed basis and the term of the PSA will be five (5) years. The Schedule of Hourly Rates shall remain fixed for the term of the PSA.
All Southstar individual rates will be provided within the billing rate per hour range shown below and will be subject to an annual increase consistent with CPI index. Included below is a Southstar rate sheet that includes the rates for the personnel included in this proposal, as well as the general classifications for additional resources, if the City were to have an additional need and request their expertise on a project. These rates are fully burdened rates and include all overhead, benefits, etc. Southstar greatly appreciates the opportunity to submit our hourly fee schedule below and our subconsultant cost information can be found in the Appendix.
SOUTHSTAR RATE AND REIMBURSEMENT SCHEDULE (EFFECTIVE JANUARY 1, 2024)
POSITION TITLE BILLING RATE PER HOUR RANGE
Principal-in-Charge/Project Representative $195.00 - $306.60 Construction Manager $190.00 - $291.75
Structures Representative $190.00 - $281.14
Project Manager $190.00 - $285.31
Project Engineer $150.00 - $242.95
Resident Engineer $190.00 - $291.75
Assistant Resident Engineer $175.00 - $242.95
Construction Inspection $109.00 - $196.27
Document Control Specialist $89.00 - $179.29
Labor Compliance $89.00 - $164.44
Public Outreach Specialist $88.00 - $158.07
Utilities Coordinator $92.00 - $189.90
Scheduler $92.00 - $211.12
Office Support $65.00 - $147.47
All Southstar rates shown below are subject to annual increase of 3%.
Appendix
Engineering Trust Into Every Project
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Proposal for City of Pico Rivera: On-Call Construction Management and Inspection Services Appendix
36 APPENDIX C
NON‐COLLUSION AFFIDAVIT
The undersigned declares states and certifies that:
1. This Proposal is not made in the interest of, or on behalf of any undisclosed person, partnership, company, association, organization or corporation. This Proposal is genuine and not collusive or sham.
2. I have not directly or indirectly induced or solicited any other Proposer to put in a false or sham proposal and I have not directly or indirectly colluded, conspired, connived, or agreed with any other Proposer or anyone else to put in sham proposal or to refrain from submitting to this RFP.
3. I have not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the proposal price or to fix any overhead, profit or cost element of the proposal price or to secure any advantage against the City of Pico Rivera or of anyone interested in the proposed contract.
4. All statements contained in the Proposal and related documents are true.
5. I have not directly or indirectly submitted the proposal price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay any fee to any person, corporation, partnership, company, association, organization, RFP depository, or to any member or agent thereof to effectuate a collusive or sham proposal.
6. I have not entered into any arrangement or agreement with any City of Pico Rivera public officer in connection with this proposal.
7. I understand collusive bidding is a violation of State and Federal law and can result in fines, prison sentences, and civil damage awards.
Signature of Authorized Representative
Name of Authorized Representative Title of Authorized Representative Yvette Kirrin, PE President
Non-Collusion Affidavit
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Proposal for City of Pico Rivera: On-Call Construction Management and Inspection Services Appendix
Subconsultant Hourly Rates - Bureau Veritas
Personnel - Bureau Veritas North America (BVNA)
Ranges
(A)+(B)+(C) (A)+(B)+(C) (A)+(B)+(C) (A)+(B)+(C) (A)+(B)+(C) Chuck Tran, PE Principa/QA Manager $ 324.59 $ 324.59 $ 324.59 $ 335.95 $ 347.71 $120 to $140 Peter Ho, PE Project Manager $ 335.51 $ 335.51 $ 335.51 $ 347.25 $ 359.41 $120 to $140 Elmo Delos-Santos, PE Resident Engineer $ 279.30 $ 279.30 $ 279.30 $ 289.07 $ 299.19 $100 to $120 Jim Adair, PE Structure Representative * $ 226.92 $ 226.92 $ 226.92 $ 234.86 $ 243.08 $85 to $115 Jeff Haw, PE Structure Representative * $ 260.18 $ 260.18 $ 260.18 $ 269.29 $ 278.72 $85 to $115 Scott Dendall, PE Structure Representative * $ 280.53 $ 280.53 $ 280.53 $ 290.35 $ 300.51 $85 to $115 Michael Thomas, PE Structure Representative * $ 252.47 $ 252.47 $ 252.47 $ 261.30 $ 270.45 $85 to $115 Solomon Choi, PE Structure Representative * $ 276.02 $ 276.02 $ 276.02 $ 285.68 $ 295.68 $85 to $115 Sai Dev Kasaraneni, PE Inspector * $ 198.49 $ 198.49 $ 198.49 $ 205.43 $ 212.62 $70 to $90 Mark Guillen Inspector * NE $ 208.36 $ 208.36 $ 208.36 $ 215.65 $ 223.20 $70 to $90 Francisco Villasenor Inspector * $ 183.76 $ 183.76 $ 183.76 $ 190.19 $ 196.85 $70 to $90 Nicole Fierro Office Engineer $ 125.89 $ 125.89 $ 125.89 $ 130.30 $ 134.86 $35 to $60 Cheryl Brown Office Engineer/Admin $ 100.42 $ 100.42 $ 100.42 $ 103.94 $ 107.58 $35 to $60 Lora Gibbs Office Engineer $ 142.04 $ 142.04 $ 142.04 $ 147.01 $ 152.15 $35 to $60 Sarah Hussein Office Engineer $ 137.92 $ 137.92 $ 137.92 $ 142.74 $ 147.74 $35 to $60 Ranges per Classification
Resident Engineer $ 288.80 $ 288.80 $ 288.80 $ 298.91 $ 309.37 $100 to $120 Structure Representative $ 249.42 $ 249.42 $ 249.42 $ 258.15 $ 267.19 $85 to $115 Asst. Resident Engineer $ 210.04 $ 210.04 $ 210.04 $ 217.39 $ 225.00 $70 to $90 Office Engineer $ 144.40 $ 144.40 $ 144.40 $ 149.46 $ 154.69 $45 to $65 Field Inspector - Civil $ 210.04 $ 210.04 $ 210.04 $ 217.39 $ 225.00 $65 to $90 Field Inspector - Structures $ 210.04 $ 210.04 $ 210.04 $ 217.39 $ 225.00 $70 to $95 Electrical Insp. - Signals & Lighting $ 196.91 $ 196.91 $ 196.91 $ 203.80 $ 210.94 $70 to $95 AWS CWI - Welding Source Insp. $ 183.78 $ 183.78 $ 183.78 $ 190.22 $ 196.87 $65 to $90 PCI Level II - Precast Concrete Inspector $ 183.78 $ 183.78 $ 183.78 $ 190.22 $ 196.87 $65 to $90 Structures Materials Rep. $ 210.04 $ 210.04 $ 210.04 $ 217.39 $ 225.00 $70 to $95 SWPPP QSD/QSP $ 157.53 $ 157.53 $ 157.53 $ 163.04 $ 168.75 $65 to $85 Civil Engineer $ 144.40 $ 144.40 $ 144.40 $ 149.46 $ 154.69 $45 to $65 Claims Support Analyst $ 262.55 $ 262.55 $ 262.55 $ 271.74 $ 281.25 $70 to $110 CPM Scheduler $ 236.29 $ 236.29 $ 236.29 $ 244.56 $ 253.12 $85 to $105 Admin. Assistant $ 105.02 $ 105.02 $ 105.02 $ 108.69 $ 112.50 $35 to $50 Note:
Overhead Rate: 138.679600%
Profit: 10%
Annual Escalation Rate: 3.5% Starts in June 2027
Employees subject to prevailing wage requirements to be marked with an * Employees subject to overtime requirements to be marked with a NE
1. These rates were calculated using the named personnel’s actual salary as of date of price proposal and include the following to develop fully burdened 2025 2026
ON-CALL CONSTRUCTION MANAGEMENT AND INSPECTION SERVICES 2024 2027 2028
Fully Burdened Hourly Rate
CITY OF PICO RIVERA
HOURLY RATE SHEET
Key PersonneL Role
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Proposal for City of Pico Rivera: On-Call Construction Management and Inspection Services Appendix
Ninyo & Moore | City of Pico Rivera, On-Call CM and Inspection Serivces | 04-04368. | January 22, 2024 CA16 Schedule of Fees
Hourly Charges for Personnel
Professional Staff
Principal Engineer/Geologist/Environmental Scientist/Certified Industrial Hygienist .............................................. $ 250 Senior Engineer/Geologist/Environmental Scientist ................................................................................................ $ 235 Senior Project Engineer/Geologist/Environmental Scientist.................................................................................... $ 220 Project Engineer/Geologist/Environmental Scientist ............................................................................................... $ 210 Senior Staff Engineer/Geologist/Environmental Scientist ....................................................................................... $ 200 Staff Engineer/Geologist/Environmental Scientist ................................................................................................... $ 180 GIS Analyst............................................................................................................................................................... $ 160 Technical Illustrator/CAD Operator .......................................................................................................................... $ 140 Field Staff
Certified Asbestos/Lead Technician ........................................................................................................................ $ 220 Field Operations Manager........................................................................................................................................ $ 150 Nondestructive Examination Technician (UT, MT, LP) ........................................................................................... $ 145 Supervisory Technician ............................................................................................................................................ $ 140 Special Inspector (Concrete, Masonry, Structural Steel, Welding, and Fireproofing)............................................. $ 135 Senior Technician..................................................................................................................................................... $ 135 Technician ................................................................................................................................................................ $ 130 Administrative Staff
Information Specialist ............................................................................................................................................... $ 120 Geotechnical/Environmental/Laboratory Assistant .................................................................................................. $ 120 Data Processor ......................................................................................................................................................... $ 95 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 Field Equipment ................................................................................................................................................... $ 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.
Subconsultant Hourly Rates - Ninyo & Moore
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Proposal for City of Pico Rivera: On-Call Construction Management and Inspection Services Appendix
Ninyo & Moore | 2021 Laboratory Testing
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, 2x2 cube 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.
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Proposal for City of Pico Rivera: On-Call Construction Management and Inspection Services Appendix
Subconsultant Hourly Rates - DESI
February 1, 2024
Subject: Rate Sheet for City of Pico Rivera On-Call Construction Management Services Classification 2024 Rate 2025 Rate 2026 Rate
Sr. Electrical Inspector $162.14 $170.24 $178.76
Electrical Inspector $155.19 $162.95 $171.10
ODC: Mileage Reimbursement per IRS rate
The loaded rates listed above are based on the current employee hourly rate, 2022 ICR 110.57%, 10 % profit and 5% annual escalation. If you have any question, please do not hesitate to contact me at (951) 892-1420 or e-mail at [email protected].
Sincerely,
Chia-Chi Wang
Principal
6 Latitude WaySuite 112Corona CA 92881 Phone (951) 471-8890 Fax (951) 471-8892 Page vii
Proposal for City of Pico Rivera: On-Call Construction Management and Inspection Services Appendix
Subconsultant Hourly Rates - V&A
DBE CUCP #37559
MBE & SBE Certified
V&A, Inc.
www.va-incorp.com
Hourly Rates and Pricing
Position Hourly Rate Billing Rate
Construction Manager $144.23 $387.35
Construction Inspector $106.65 $286.42
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Proposal for City of Pico Rivera: On-Call Construction Management and Inspection Services Appendix
Subconsultant Hourly Rates - Coory
COORY ENGINEERING
CIVIL ENGINEERING & LAND SURVEYING
FEE SCHEDULE
OFFICE:
SURVEYING:
Effective: 1/1/2023
1718 N. Neville Street, Orange, CA
TEL (714) 202-8700 FAX (714) 202-8701
PRINCIPAL ENGINEER: $380.00/HR
PROJECT MANAGER: 280.00
DESIGN ENGINEER: 230.00
ENGINEERING TECHNICIAN: 200.00
CLERICAL: 90.00
1-MAN PARTY: $230.00/HR
2-MEN PARTY: 350.00
3-MEN PARTY: 470.00
1945 Chicago Avenue, Suite C-2
Riverside, CA 92507
951.342.3120
southstareng.com
WORK PROPOSAL FOR:
1945 Chicago Avenue, Suite C-2
Riverside, CA 92507
951.342.3120
southstareng.com
Professional Services Agreement
SOUTHSTAR ENGINEERING & CONSULTING, INC.
EXHIBIT B
APPROVED FEE SCHEDULE
(SCHEDULE OF HOURLY LABOR RATES AND REIMBURSABLE)
Proposal for City of Pico Rivera: On-Call Construction Management and Inspection Services G. Rights to Materials
H. Schedule of Hourly Rates
Rights to Materials
Southstar understands that all responses, inquiries, and correspondence relating to this RFP and all reports, charts, displays, schedules, exhibits, and other documentation produced by the Consultant that are submitted as part of the Proposal and not withdrawn shall, upon receipt by City, become property of the City.
Southstar Fee Proposal
Southstar understands that it is required to provide a Schedule of Hourly Rates that identifies the job titles of all personnel to be assigned to the City projects and these hourly rates will reflect all costs for office overhead, including direct and indirect costs. It is the intent of the City to enter into a Professional Services Agreement (PSA) with the selected Consultant for these services, on a not-to-exceed basis and the term of the PSA will be five (5) years. The Schedule of Hourly Rates shall remain fixed for the term of the PSA.
All Southstar individual rates will be provided within the billing rate per hour range shown below and will be subject to an annual increase consistent with CPI index. Included below is a Southstar rate sheet that includes the rates for the personnel included in this proposal, as well as the general classifications for additional resources, if the City were to have an additional need and request their expertise on a project. These rates are fully burdened rates and include all overhead, benefits, etc. Southstar greatly appreciates the opportunity to submit our hourly fee schedule below and our subconsultant cost information can be found in the Appendix.
SOUTHSTAR RATE AND REIMBURSEMENT SCHEDULE (EFFECTIVE JANUARY 1, 2024)
POSITION TITLE BILLING RATE PER HOUR RANGE
Principal-in-Charge/Project Representative $195.00 - $306.60 Construction Manager $190.00 - $291.75
Structures Representative $190.00 - $281.14
Project Manager $190.00 - $285.31
Project Engineer $150.00 - $242.95
Resident Engineer $190.00 - $291.75
Assistant Resident Engineer $175.00 - $242.95
Construction Inspection $109.00 - $196.27
Document Control Specialist $89.00 - $179.29
Labor Compliance $89.00 - $164.44
Public Outreach Specialist $88.00 - $158.07
Utilities Coordinator $92.00 - $189.90
Scheduler $92.00 - $211.12
Office Support $65.00 - $147.47
All Southstar rates shown below are subject to annual increase of 3%.
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Proposal for City of Pico Rivera: On-Call Construction Management and Inspection Services Appendix
Subconsultant Hourly Rates - Bureau Veritas
Personnel - Bureau Veritas North America (BVNA)
Ranges
(A)+(B)+(C) (A)+(B)+(C) (A)+(B)+(C) (A)+(B)+(C) (A)+(B)+(C) Chuck Tran, PE Principa/QA Manager $ 324.59 $ 324.59 $ 324.59 $ 335.95 $ 347.71 $120 to $140 Peter Ho, PE Project Manager $ 335.51 $ 335.51 $ 335.51 $ 347.25 $ 359.41 $120 to $140 Elmo Delos-Santos, PE Resident Engineer $ 279.30 $ 279.30 $ 279.30 $ 289.07 $ 299.19 $100 to $120 Jim Adair, PE Structure Representative * $ 226.92 $ 226.92 $ 226.92 $ 234.86 $ 243.08 $85 to $115 Jeff Haw, PE Structure Representative * $ 260.18 $ 260.18 $ 260.18 $ 269.29 $ 278.72 $85 to $115 Scott Dendall, PE Structure Representative * $ 280.53 $ 280.53 $ 280.53 $ 290.35 $ 300.51 $85 to $115 Michael Thomas, PE Structure Representative * $ 252.47 $ 252.47 $ 252.47 $ 261.30 $ 270.45 $85 to $115 Solomon Choi, PE Structure Representative * $ 276.02 $ 276.02 $ 276.02 $ 285.68 $ 295.68 $85 to $115 Sai Dev Kasaraneni, PE Inspector * $ 198.49 $ 198.49 $ 198.49 $ 205.43 $ 212.62 $70 to $90 Mark Guillen Inspector * NE $ 208.36 $ 208.36 $ 208.36 $ 215.65 $ 223.20 $70 to $90 Francisco Villasenor Inspector * $ 183.76 $ 183.76 $ 183.76 $ 190.19 $ 196.85 $70 to $90 Nicole Fierro Office Engineer $ 125.89 $ 125.89 $ 125.89 $ 130.30 $ 134.86 $35 to $60 Cheryl Brown Office Engineer/Admin $ 100.42 $ 100.42 $ 100.42 $ 103.94 $ 107.58 $35 to $60 Lora Gibbs Office Engineer $ 142.04 $ 142.04 $ 142.04 $ 147.01 $ 152.15 $35 to $60 Sarah Hussein Office Engineer $ 137.92 $ 137.92 $ 137.92 $ 142.74 $ 147.74 $35 to $60 Ranges per Classification
Resident Engineer $ 288.80 $ 288.80 $ 288.80 $ 298.91 $ 309.37 $100 to $120 Structure Representative $ 249.42 $ 249.42 $ 249.42 $ 258.15 $ 267.19 $85 to $115 Asst. Resident Engineer $ 210.04 $ 210.04 $ 210.04 $ 217.39 $ 225.00 $70 to $90 Office Engineer $ 144.40 $ 144.40 $ 144.40 $ 149.46 $ 154.69 $45 to $65 Field Inspector - Civil $ 210.04 $ 210.04 $ 210.04 $ 217.39 $ 225.00 $65 to $90 Field Inspector - Structures $ 210.04 $ 210.04 $ 210.04 $ 217.39 $ 225.00 $70 to $95 Electrical Insp. - Signals & Lighting $ 196.91 $ 196.91 $ 196.91 $ 203.80 $ 210.94 $70 to $95 AWS CWI - Welding Source Insp. $ 183.78 $ 183.78 $ 183.78 $ 190.22 $ 196.87 $65 to $90 PCI Level II - Precast Concrete Inspector $ 183.78 $ 183.78 $ 183.78 $ 190.22 $ 196.87 $65 to $90 Structures Materials Rep. $ 210.04 $ 210.04 $ 210.04 $ 217.39 $ 225.00 $70 to $95 SWPPP QSD/QSP $ 157.53 $ 157.53 $ 157.53 $ 163.04 $ 168.75 $65 to $85 Civil Engineer $ 144.40 $ 144.40 $ 144.40 $ 149.46 $ 154.69 $45 to $65 Claims Support Analyst $ 262.55 $ 262.55 $ 262.55 $ 271.74 $ 281.25 $70 to $110 CPM Scheduler $ 236.29 $ 236.29 $ 236.29 $ 244.56 $ 253.12 $85 to $105 Admin. Assistant $ 105.02 $ 105.02 $ 105.02 $ 108.69 $ 112.50 $35 to $50 Note:
Overhead Rate: 138.679600%
Profit: 10%
Annual Escalation Rate: 3.5% Starts in June 2027
Employees subject to prevailing wage requirements to be marked with an * Employees subject to overtime requirements to be marked with a NE
1. These rates were calculated using the named personnel’s actual salary as of date of price proposal and include the following to develop fully burdened 2025 2026
ON-CALL CONSTRUCTION MANAGEMENT AND INSPECTION SERVICES 2024 2027 2028
Fully Burdened Hourly Rate
CITY OF PICO RIVERA
HOURLY RATE SHEET
Key PersonneL Role
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Proposal for City of Pico Rivera: On-Call Construction Management and Inspection Services Appendix
Ninyo & Moore | City of Pico Rivera, On-Call CM and Inspection Serivces | 04-04368. | January 22, 2024 CA16 Schedule of Fees
Hourly Charges for Personnel
Professional Staff
Principal Engineer/Geologist/Environmental Scientist/Certified Industrial Hygienist .............................................. $ 250 Senior Engineer/Geologist/Environmental Scientist ................................................................................................ $ 235 Senior Project Engineer/Geologist/Environmental Scientist.................................................................................... $ 220 Project Engineer/Geologist/Environmental Scientist ............................................................................................... $ 210 Senior Staff Engineer/Geologist/Environmental Scientist ....................................................................................... $ 200 Staff Engineer/Geologist/Environmental Scientist ................................................................................................... $ 180 GIS Analyst............................................................................................................................................................... $ 160 Technical Illustrator/CAD Operator .......................................................................................................................... $ 140 Field Staff
Certified Asbestos/Lead Technician ........................................................................................................................ $ 220 Field Operations Manager........................................................................................................................................ $ 150 Nondestructive Examination Technician (UT, MT, LP) ........................................................................................... $ 145 Supervisory Technician ............................................................................................................................................ $ 140 Special Inspector (Concrete, Masonry, Structural Steel, Welding, and Fireproofing)............................................. $ 135 Senior Technician..................................................................................................................................................... $ 135 Technician ................................................................................................................................................................ $ 130 Administrative Staff
Information Specialist ............................................................................................................................................... $ 120 Geotechnical/Environmental/Laboratory Assistant .................................................................................................. $ 120 Data Processor ......................................................................................................................................................... $ 95 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 Field Equipment ................................................................................................................................................... $ 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.
Subconsultant Hourly Rates - Ninyo & Moore
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Proposal for City of Pico Rivera: On-Call Construction Management and Inspection Services Appendix
Ninyo & Moore | 2021 Laboratory Testing
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, 2x2 cube 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.
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Proposal for City of Pico Rivera: On-Call Construction Management and Inspection Services Appendix
Subconsultant Hourly Rates - DESI
February 1, 2024
Subject: Rate Sheet for City of Pico Rivera On-Call Construction Management Services Classification 2024 Rate 2025 Rate 2026 Rate
Sr. Electrical Inspector $162.14 $170.24 $178.76
Electrical Inspector $155.19 $162.95 $171.10
ODC: Mileage Reimbursement per IRS rate
The loaded rates listed above are based on the current employee hourly rate, 2022 ICR 110.57%, 10 % profit and 5% annual escalation. If you have any question, please do not hesitate to contact me at (951) 892-1420 or e-mail at [email protected].
Sincerely,
Chia-Chi Wang
Principal
6 Latitude WaySuite 112Corona CA 92881 Phone (951) 471-8890 Fax (951) 471-8892 Page vii
Proposal for City of Pico Rivera: On-Call Construction Management and Inspection Services Appendix
Subconsultant Hourly Rates - V&A
DBE CUCP #37559
MBE & SBE Certified
V&A, Inc.
www.va-incorp.com
Hourly Rates and Pricing
Position Hourly Rate Billing Rate
Construction Manager $144.23 $387.35
Construction Inspector $106.65 $286.42
Page viii
Proposal for City of Pico Rivera: On-Call Construction Management and Inspection Services Appendix
Subconsultant Hourly Rates - Coory
COORY ENGINEERING
CIVIL ENGINEERING & LAND SURVEYING
FEE SCHEDULE
OFFICE:
SURVEYING:
Effective: 1/1/2023
1718 N. Neville Street, Orange, CA
TEL (714) 202-8700 FAX (714) 202-8701
PRINCIPAL ENGINEER: $380.00/HR
PROJECT MANAGER: 280.00
DESIGN ENGINEER: 230.00
ENGINEERING TECHNICIAN: 200.00
CLERICAL: 90.00
1-MAN PARTY: $230.00/HR
2-MEN PARTY: 350.00
3-MEN PARTY: 470.00
Professional Services Agreement
SOUTHSTAR ENGINEERING & CONSULTING, INC.
EXHIBIT C
TERMS FOR COMPLIANCE WITH CALIFORNIA LABOR LAW REQUIREMENTS
1. This Agreement calls for services that, in whole or in part, constitute “public works” as defined in Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code (“Chapter 1”). Further, Consultant acknowledges that this Agreement is subject to (a) Chapter 1 and (b) the rules and regulations established by the Department of Industrial Relations (“DIR”) implementing such statutes. Therefore, as to those Services that are “public works”, Consultant shall comply with and be bound by all the terms, rules and regulations described in 1(a) and 1(b) as though set forth in full herein.
2. California law requires the inclusion of specific Labor Code provisions in certain contracts. The inclusion of such specific provisions below, whether or not required by California law, does not alter the meaning or scope of Section 1 above.
3. Consultant shall be registered with the Department of Industrial Relations in accordance with California Labor Code Section 1725.5, and has provided proof of registration to City prior to the Effective Date of this Agreement. Consultant shall not perform work with any subconsultant that is not registered with DIR pursuant to Section 1725.5. Consultant and subconsultants shall maintain their registration with the DIR in effect throughout the duration of this Agreement. If the Consultant or any subconsultant ceases to be registered with DIR at any time during the duration of the project, Consultant shall immediately notify City.
4. Pursuant to Labor Code Section 1771.4, Consultant’s Services are subject to compliance monitoring and enforcement by DIR. Consultant shall post job site notices, as prescribed by DIR regulations.
5. Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages for each craft, classification, or type of worker needed to perform the Agreement are on file at City Hall and will be made available to any interested party on request. Consultant acknowledges receipt of a copy of the DIR determination of such prevailing rate of per diem wages, and Consultant shall post such rates at each job site covered by this Agreement.
6. Consultant shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Consultant shall, as a penalty to City, forfeit $200.00 for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for the work or craft in which the worker is employed for any public work done pursuant to this Agreement by Consultant or by any subconsultant.
Professional Services Agreement
SOUTHSTAR ENGINEERING & CONSULTING, INC.
7. Consultant shall comply with and be bound by the provisions of Labor Code Section 1776, which requires Consultant and each subconsultant to: keep accurate payroll records and verify such records in writing under penalty of perjury, as specified in Section 1776; certify and make such payroll records available for inspection as provided by Section 1776; and inform City of the location of the records.
8. Consultant shall comply with and be bound by the provisions of Labor Code seq. concerning the employment of apprentices on public works projects. Consultant shall be responsible for compliance with these aforementioned Sections for all apprenticeable occupations. Prior to commencing work under this Agreement, Consultant shall provide City with a copy of the information submitted to any applicable apprenticeship program. Within 60 days after concluding work pursuant to this Agreement, Consultant and each of its subconsultants shall submit to City a verified statement of the journeyman and apprentice hours performed under this Agreement.
9. The Consultant shall not perform Work with any Subconsultant that has been debarred or suspended pursuant to California Labor Code Section 1777.1 or any other federal or state law providing for the debarment of consultants from public works. The Consultant and Subconsultants shall not be debarred or suspended throughout the duration of this Contract pursuant to Labor Code Section 1777.1 or any other federal or state law providing for the debarment of consultants from public works. If the Consultant or any subconsultant becomes debarred or suspended during the duration of the project, the Consultant shall immediately notify City.
10. Consultant acknowledges that eight hours labor constitutes a legal day’s work. Consultant shall comply with and be bound by Labor Code Section 1810.
Consultant shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for workers who work excess hours. The Consultant shall, as a penalty to City, forfeit $25.00 for each worker employed in the performance of this Agreement by the Consultant or by any subconsultant for each calendar day during which such worker is required or permitted to work more than eight hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code section 1815, work performed by employees of Consultant in excess of eight hours per day, and 40 hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of eight hours per day at not less than one and one-half times the basic rate of pay.
11. California Labor Code Sections 1860 and 3700 provide that every employer will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, Consultant hereby certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the Professional Services Agreement
SOUTHSTAR ENGINEERING & CONSULTING, INC.
provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.”
12. For every subconsultant who will perform work on the project, Consultant shall be responsible for such subconsultant’s compliance with Chapter 1 and Labor Code Sections 1860 and 3700, and Consultant shall include in the written contract between it and each subconsultant a copy of those statutory provisions and a requirement that each subconsultant shall comply with those statutory provisions. Consultant shall be required to take all actions necessary to enforce such contractual provisions and ensure subconsultant’s compliance, including without limitation, conducting a periodic review of the certified payroll records of the subconsultant and upon becoming aware of the failure of the subconsultant to pay his or her workers the specified prevailing rate of wages.
Consultant shall diligently take corrective action to halt or rectify any failure.
13. To the maximum extent permitted by law, Consultant shall indemnify, hold harmless and defend (at Consultant’s expense with counsel reasonably acceptable to City) City, its officials, officers, employees, agents and independent consultants serving in the role of City officials, and volunteers from and against any demand or claim for damages, compensation, fines, penalties or other amounts arising out of or incidental to any acts or omissions listed above by any person or entity (including Consultant, its subconsultants, and each of their officials, officers, employees and agents) in connection with any work undertaken or in connection with the Agreement, including without limitation the payment of all consequential damages, attorneys’ fees, and other related costs and expenses. All duties of Consultant under this Section shall survive the termination of the Agreement.
AGREEMENT NO. _______
PROFESSIONAL SERVICES AGREEMENT
BETWEEN THE CITY OF PICO RIVERA AND
NV5, INC.
1. IDENTIFICATION
THIS PROFESSIONAL SERVICES AGREEMENT (“Agreement”) is entered into by and between the City of Pico Rivera, a California municipal corporation (“City”) NV5, Inc. (“Consultant”). City and Consultant are sometimes hereinafter individually referred to as a “Party” and collectively referred to as “Parties.”
2. RECITALS
2.1 City has determined that it requires professional services from a consultant to provide on-call construction management services.
2.2 Consultant represents that it is fully qualified to perform such professional services by virtue of its experience and the training, education and expertise of its principals and employees. Consultant further represents that it is willing to accept responsibility for performing such services in accordance with the terms and conditions set forth in this Agreement.
NOW, THEREFORE, for and in consideration of the performance by the Parties of the mutual covenants and conditions herein contained, the Parties hereto agree as follows:
3. DEFINITIONS
3.1 “Scope of Services”: Such professional services as are set forth in the Consultant’s February 7, 2024 proposal to City attached hereto as Exhibit “A” and incorporated herein by this reference.
3.2 “Approved Fee Schedule”: Such compensation rates as are set forth in the Consultant’s February 7, 2024 proposal to City attached hereto as Exhibit “B.”
3.3 “Commencement Date” : March 26, 2024
3.4 “Expiration Date” : June 30, 2029
4. TERM
The term of this Agreement shall commence at 12:00 a.m. on the Commencement Date and shall expire at 11:59 p.m. on the Expiration Date unless extended by written agreement of the Parties or terminated in accordance with Section 22 below.
Enclosure 1
9i
Professional Services Agreement
NV5, INC.
5. CONSULTANT’S SERVICES
5.1 Consultant shall perform the services identified in the Scope of Services. City shall have the right to request, in writing, changes in the Scope of Services. Any such changes mutually agreed upon by the Parties, and any corresponding increase or decrease in compensation, shall be incorporated by written amendment to this Agreement. In no event shall the total compensation and costs payable to Consultant under this Agreement exceed the sum of $2,500,000, Two Million Five Hundred Thousand Dollars, unless specifically approved in advance, in writing, by City.
5.2 Consultant shall perform all work to the highest professional standards of Consultant’s profession and in a manner reasonably satisfactory to City.
6. COMPENSATION
6.1 City agrees to compensate Consultant for the services provided under this Agreement, and Consultant agrees to accept in full satisfaction for such services, payment in accordance with the Approved Fee Schedule.
6.2 Consultant shall submit to City an invoice, on a monthly basis or less frequently, for the services performed pursuant to this Agreement. Each invoice shall itemize the services rendered during the billing period and the amount due. Within ten (10) business days of receipt of each invoice, City shall notify Consultant in writing of any disputed amounts included on the invoice. Within thirty (30) calendar days of receipt of each invoice, City shall pay all undisputed amounts included on the invoice. City shall not withhold applicable taxes or other authorized deductions from payments made to Consultant.
6.3 Payments for any services requested in writing by City and not included in the Scope of Services shall be made to Consultant by City on a time-and-materials basis using Consultant’s standard fee schedule. Fees for such additional services shall be paid within sixty (60) days of the date Consultant issues an invoice to City for such services.
7. BUSINESS LICENSE
Consultant shall obtain a City of Pico Rivera business license prior to commencing performance under this Agreement.
8. COMPLIANCE WITH LAWS
Consultant shall keep informed of State, Federal and Local laws, ordinances, codes and regulations that in any manner affect those employed by it or in any way affect the performance of its services pursuant to this Agreement. Consultant shall at all times comply with such laws, ordinances, codes and regulations. Without limiting the generality Professional Services Agreement
NV5, INC.
of the foregoing, if Consultant is an out-of-state corporation or LLC, it must be qualified and registered to do business in the State of California pursuant to sections 2105 and 17708.02 of the California Corporations Code. The City, its officers and employees shall not be liable at law or in equity occasioned by failure of Consultant to comply with this Section.
9. CONFLICT OF INTEREST
Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which may be affected by the services to be performed by Consultant under this Agreement, or which would conflict in any manner with the performance of its services hereunder. During the term of this Agreement, Consultant shall not perform any work for another person or entity for whom Consultant was not working at the Commencement Date of this Agreement if both: (i) such work would require Consultant to abstain from a decision under this Agreement pursuant to a conflict of interest statute; and (ii) City has not consented in writing prior to Consultant’s performance of such work.
10. PERSONNEL
Consultant represents that it has, or will secure at its own expense, all personnel required to perform the services identified in the Scope of Services. All such services shall be performed by Consultant or under its supervision, and all personnel engaged in the work shall be qualified to perform such services. Consultant reserves the right to determine the assignment of its own employees to the performance of Consultant’s services under this Agreement, but City reserves the right, for good cause, to require Consultant to exclude any employee from performing services on City’s premises. Peter Salgado, Project Manager, shall be Consultant’s project administrator and shall have direct responsibility for management of Consultant’s performance under this Agreement.
No change shall be made to Consultant’s project administrator without City’s prior written consent.
11. OWNERSHIP OF WRITTEN PRODUCTS
All reports, documents or other written material (“written products”) developed by Consultant in the performance of this Agreement shall be and remain the property of City without restriction or limitation upon its use or dissemination by City. Consultant may take and retain copies of such written products as desired, but no such written products shall be the subject of a copyright application by Consultant. If any state, federal, or local law requires mandatory copyright protection for Consultant’s work product, City shall comply with such laws to the extent feasible.
12. INDEPENDENT CONSULTANT
Professional Services Agreement
NV5, INC.
12.1 Consultant is, and shall at all times remain as to City, a wholly independent consultant. Consultant shall have no power to incur any debt, obligation, or liability on behalf of City or otherwise to act on behalf of City as an agent. Neither City nor any of its officers, employees or agents shall have control over the conduct of Consultant or any of Consultant’s employees, except as set forth in this Agreement. Consultant shall not at any time represent that it is, or that any of its agents or employees are, in any manner employees of City. 12.2 The Parties further acknowledge and agree that nothing in this Agreement shall create or be construed to create a partnership, joint venture, employment relationship, joint-employer relationship, or any other relationship between Consultant or Consultant’s employees except as set forth in this Agreement.
12.2 City shall have no direct or indirect control over Consultant’s employees or sub-consultants with respect to wages, hours, and working conditions. In addition, City shall not deduct from the Compensation paid to Consultant any sums required for Social Security, withholding taxes, FICA, state disability insurance or any other federal, state or local tax or charge which may or may not be in effect or hereinafter enacted or required as a charge or withholding on the compensation paid to Consultant, Consultant’s employees or subconsultants. City shall have no responsibility to provide Consultant, its employees or subconsultants with workers’ compensation insurance or any other insurance.
13. CONFIDENTIALITY
All data, documents, discussion, or other information developed or received by Consultant or provided for performance of this Agreement are deemed confidential and shall not be disclosed by Consultant without prior written consent by City. City shall grant such consent if disclosure is legally required. Upon request, all City data and any copies thereof shall be returned to City upon the termination or expiration of this Agreement.
14. NON-LIABILITY OF CITY OFFICIALS AND EMPLOYEES
No official or employee of the City shall be personally liable to Consultant in the event of any default or breach by City, or for any amount which may become due to Consultant.
15. INDEMNIFICATION
15.1 The Parties agree that City, its officers, agents, elected and appointed officials, employees, affiliated public agencies and volunteers should, to the extent permitted by law, be fully protected from any loss, injury, damage, claim, lawsuit, cost, expense, attorneys’ fees, litigation costs, or any other cost arising out of or in any way related to the performance of this Agreement. Accordingly, the provisions of this indemnity provision are intended by the Parties to be interpreted and construed to provide the fullest protection possible under the law to City. Consultant acknowledges that City would not enter into this Agreement in the absence of Consultant’s commitment to indemnify and Professional Services Agreement
NV5, INC.
protect City as set forth herein. Notwithstanding the foregoing, to the extent Consultant's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant.
15.2 To the full extent permitted by law, Consultant shall indemnify, hold harmless and defend City, its officers, agents, elected and appointed officials, employees, affiliated public agencies and volunteers from and against any and all claims, demands, lawsuits, causes of action, losses, costs or expenses for any damage due to death or injury to any person and injury to any property resulting from or arising out of any alleged intentional, reckless, negligent, or otherwise wrongful acts, errors or omissions of Consultant or any of its officers, employees, servants, agents, or subconsultants in the performance of this Agreement. Such costs and expenses shall include reasonable attorneys’ fees incurred by counsel of City’s choice and expert witness fees and consultant fees. Notwithstanding the foregoing, to the extent Consultant's Services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant.
15.3 City shall have the right to offset against the amount of any compensation due Consultant under this Agreement any amount due to City from Consultant as a result of Consultant’s failure to pay City promptly any indemnification arising under this Section 15 or related to Consultant’s failure to either: (i) pay taxes on amounts received pursuant to this Agreement or (ii) comply with applicable workers’ compensation laws.
15.4 The obligations of Consultant under this Section 15 will not be limited by the provisions of any workers’ compensation act or similar act. Consultant expressly waives its statutory immunity under such statutes or laws as to City, its officers, agents, employees and volunteers.
15.5 Consultant agrees to obtain executed indemnity agreements with provisions identical to those set forth here in this Section 15 from each and every subconsultant or any other person or entity involved by, for, with or on behalf of Consultant in the performance of this Agreement. In the event Consultant fails to obtain such indemnity obligations from others as required herein, Consultant agrees to be fully responsible and indemnify, hold harmless and defend City, its officers, agents, elected and appointed officials, employees, affiliated public agencies and volunteers from and against any and all claims, demands, lawsuits, causes of action, losses, costs or expenses for any damage due to death or injury to any person and injury to any property resulting from or arising out of any alleged intentional, reckless, negligent, or otherwise wrongful acts, errors or omissions of Consultant’s subconsultants or any other person or entity involved by, for, with or on behalf of Consultant in the performance of this Agreement. Such costs Professional Services Agreement
NV5, INC.
and expenses shall include reasonable attorneys’ fees incurred by counsel of City’s choice and expert witness fees and consultant fees.
15.6 City does not, and shall not, waive any rights that it may possess against Consultant because of the acceptance by City, or the deposit with City, of any insurance policy or certificate required pursuant to this Agreement. This hold harmless and indemnification provision shall apply regardless of whether or not any insurance policies are determined to be applicable to the claim, demand, damage, liability, loss, cost or expense.
15.7 PERS ELIGIBILITY INDEMNITY. In the event that Consultant or any employee, agent, or subconsultant of Consultant providing services under this Agreement claims or is determined by a court of competent jurisdiction or the California Public Employees Retirement System (PERS) to be eligible for enrollment in PERS as an employee of the City, Consultant shall indemnify, defend, and hold harmless City for the payment of any employee and/or employer contributions for PERS benefits on behalf of Consultant or its employees, agents, or subconsultants, as well as for the payment of any penalties and interest on such contributions, which would otherwise be the responsibility of City.
Notwithstanding any other agency, state or federal policy, rule, regulation, law or ordinance to the contrary, Consultant and any of its employees, agents, and subconsultants providing service under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any claims to, any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in PERS as an employee of City and entitlement to any contribution to be paid by City for employer contribution and/or employee contributions for PERS benefits.
16. INSURANCE
16.1 During the term of this Agreement, Consultant shall carry, maintain, and keep in full force and effect insurance against claims for death or injuries to persons or damages to property that may arise from or in connection with Consultant’s performance of this Agreement. Such insurance shall be of the types and in the amounts as set forth below:
16.1.1 Comprehensive general liability, and Umbrella or Excess Liability Insurance covering all operations by or on behalf of Consultant providing insurance for bodily injury liability and property damage liability for the following and including coverage for:
16.1.1.1 Premises, operations, and mobile equipment
16.1.1.2 Products and completed operations
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16.1.1.3 Broad form property damage (including completed operations)
16.1.1.4 Explosion, collapse, and underground hazards
16.1.1.5 Personal Injury
16.1.1.6 Contractual liability
in the amount of One Million Dollars ($1,000,000) per occurrence combined single limit; Two Million Dollars ($2,000,000) aggregate for products/completed operation; Two Million Dollars ($2,000,000) general aggregate (General aggregate must apply separately to Consultant’s work under this Agreement.); and Five Million Dollars ($5,000,000) umbrella or excess liability.
16.1.2 Automobile Liability Insurance for owned, hired and non-owned vehicles utilized by Consultant, its employees or subconsultants, in the amount of One Million Dollars ($1,000,000) per accident for bodily injury and property damage.
16.1.3 Worker’s Compensation Insurance as required by the laws of the State of California, with Statutory Limits, and Employer's Liability Insurance with limit of no less than One Million Dollars ($1,000,000) per accident for bodily injury or disease.
16.1.4 Professional Liability Insurance against errors and omissions in the performance of the work under this Agreement with coverage limits of not less than One Million Dollars ($1,000,000) per occurrence of claim/ Two Million Dollars ($2,000,000) in the aggregate.
16.2 Consultant shall require each of its subconsultants, if any, to maintain insurance coverage that meets all of the requirements of this Agreement.
16.3 The policy or policies required by this Agreement shall be issued by an insurer admitted in the State of California and with a rating of at least A:VII in the latest edition of Best’s Insurance Guide.
16.4 Consultant agrees that if it does not keep the aforesaid insurance in full force and effect City may either: (i) immediately terminate this Agreement; or (ii) take out the necessary insurance and pay, at Consultant’s expense, the premium thereon.
16.5 At all times during the term of this Agreement, Consultant shall maintain on file with City’s Risk Manager a certificate or certificates of insurance showing that the aforesaid policies are in effect in the required amounts and, for the general liability and automobile liability policies, naming the City as an additional insured. Consultant shall, prior to commencement of work under this Agreement, file with City’s Risk Manager such Professional Services Agreement
NV5, INC.
certificate(s).
16.6 Consultant shall provide proof that policies of insurance required herein expiring during the term of this Agreement have been renewed or replaced with other policies providing at least the same coverage. Consultant shall provide such proof to City at least two weeks prior to the expiration of the coverages.
16.7 The general liability and automobile policies of insurance required by this Agreement shall contain an endorsement naming City, its officers, employees, agents and volunteers as additional insureds. All of the policies required under this Agreement shall contain an endorsement providing that the policies cannot be canceled or reduced except on thirty days’ prior written notice to City. Consultant agrees to require its insurer to modify the certificates of insurance to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word “endeavor” with regard to any notice provisions.
16.8 The general liability and automobile policies of insurance provided by Consultant shall be primary to any coverage available to City. Any insurance or selfinsurance maintained by City, its officers, employees, agents or volunteers, shall be in excess of Consultant’s insurance and shall not contribute with it.
16.9 All insurance coverage provided pursuant to this Agreement shall not prohibit Consultant, and Consultant’s employees, agents or subconsultants, from waiving the right of subrogation prior to a loss. Consultant hereby waives all rights of subrogation against the City.
16.10 Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of City, Consultant shall either reduce or eliminate the deductibles or self-insured retentions with respect to City, or Consultant shall procure a bond guaranteeing payment of losses and expenses.
16.11 Procurement of insurance by Consultant shall not be construed as a limitation of Consultant’s liability or as full performance of Consultant’s duties to indemnify, hold harmless and defend under Section 15 of this Agreement.
16.12 If Consultant maintains broader coverage and/or higher limits than the minimums shown above, the City requires and shall be entitled to the broader coverage and/or the higher limits maintained by the Consultant. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
17. MUTUAL COOPERATION
17.1 City shall provide Consultant with all pertinent data, documents and other requested information as is reasonably available to City for the proper performance of Consultant’s services under this Agreement.
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17.2 In the event any claim or action is brought against City relating to Consultant’s performance in connection with this Agreement, Consultant shall render any reasonable assistance that City may require.
18. RECORDS AND INSPECTIONS
Consultant shall maintain full and accurate records with respect to all matters covered under this Agreement for a period of three years after the expiration or termination of this Agreement. City shall have the right to access and examine such records, without charge, during normal business hours. City shall further have the right to audit such records, to make transcripts therefrom and to inspect all program data, documents, proceedings, and activities.
19. PERMITS AND APPROVALS
Consultant shall obtain, at its sole cost and expense, all permits and regulatory approvals necessary in the performance of this Agreement. This includes, but shall not be limited to, encroachment permits and building and safety permits and inspections.
20.NOTICES
Any notices, bills, invoices, or reports required by this Agreement shall be deemed received on: (i) the day of delivery if delivered by hand, facsimile, email, or overnight courier service during Consultant’s and City’s regular business hours; or (ii) on the third business day following deposit in the United States mail if delivered by mail, postage prepaid, to the addresses listed below (or to such other addresses as the Parties may, from time to time, designate in writing).
If to City: If to Consultant:
Steve Carmona, City Manager
City of Pico Rivera
PO Box 1016
6615 Passons Blvd.
Pico Rivera, California 90660-1016
Jeffrey M. Cooper, Senior Vice
President
NV5, Inc.
163 Technology Drive, Suite 100
Irvine, CA 92618
With a courtesy copy to:
Arnold M. Alvarez-Glasman, City Attorney
13181 Crossroads Parkway North
Suite 400 - West Tower
City of Industry, CA 91746
Professional Services Agreement
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21. SURVIVING COVENANTS
The Parties agree that the covenants contained in Sections 13, 15 and Paragraph
17.2 of Section 17, of this Agreement shall survive the expiration or termination of this Agreement.
22. TERMINATION
22.1 City shall have the right to terminate this Agreement for any reason on five (5) calendar days’ written notice to Consultant. Consultant shall have the right to terminate this Agreement for any reason on sixty (60) calendar days’ written notice to City. The effective date of termination shall be upon the date specified in the notice of termination.
Consultant agrees that in the event of such termination, City’s obligation to pay Consultant shall be limited to payment only for those services satisfactorily rendered, as solely determined by the City, prior to the effective date of termination. Consultant agrees to cease all work under this Agreement on or before the effective date of any notice of termination. All City data, documents, objects, materials or other tangible things shall be returned to City upon the termination or expiration of this Agreement.
22.2 If City terminates this Agreement due to no fault or failure of performance by Consultant, then Consultant shall be paid based on the work satisfactorily performed, as solely determined by the City, at the time of termination. In no event shall Consultant be entitled to receive more than the amount that would be paid to Consultant for the full performance of the services required by this Agreement.
23. ASSIGNMENT
Consultant shall not delegate, transfer, subcontract or assign its duties or rights hereunder, either in whole or in part, without City’s prior written consent, and any attempt to do so shall be void and of no effect. City shall not be obligated or liable under this Agreement to any Party other than Consultant.
24. NON-DISCRIMINATION AND EQUAL EMPLOYMENT OPPORTUNITY
24.1 In the performance of this Agreement, Consultant shall not discriminate against any employee, subconsultant, or employment applicant because of race, color, creed, religion, sex, marital status, national origin, ancestry, age, physical or mental handicap, medical condition or sexual orientation. Consultant will take affirmative action to ensure that subconsultants, employees, and employment applicants are treated without regard to their race, color, creed, religion, sex, marital status, national origin, ancestry, age, physical or mental handicap, medical condition or sexual orientation.
24.2 Consultant will, in all solicitations or advertisements for employees placed by or on behalf of Consultant state either that it is an equal opportunity employer or that all qualified applicants will receive consideration for employment without regard to race, Professional Services Agreement
NV5, INC.
color, creed, religion, sex, marital status, national origin, ancestry, age, physical or mental handicap, medical condition or sexual orientation.
24.3 Consultant will cause the foregoing provisions to be inserted in all subcontracts for any work covered by this Agreement except contracts or subcontracts for standard commercial supplies or raw materials.
25. WARRANTIES
25.1 Each Party has received independent legal advice from its attorneys with respect to the advisability of entering into and executing this Agreement, or been provided with an opportunity to receive independent legal advice and has freely and voluntarily waived and relinquished the right to do so. Each Party who has not obtained independent counsel acknowledges that the failure to have independent legal counsel will not excuse such Party’s failure to perform under this Agreement.
25.2 In executing this Agreement, each Party has carefully read this Agreement, knows the contents thereof, and has relied solely on the statements expressly set forth herein and has placed no reliance whatsoever on any statement, representation, or promise of any other party, or any other person or entity, not expressly set forth herein, nor upon the failure of any other party or any other person or entity to make any statement, representation or disclosure of any matter whatsoever.
25.3 It is agreed that each Party has the full right and authority to enter into this Agreement, and that the person executing this Agreement on behalf of either Party has the full right and authority to fully commit and bind such Party to the provisions of this Agreement.
26. CAPTIONS
26.1 The captions appearing at the commencement of the sections hereof, and in any paragraph thereof, are descriptive only and for convenience in reference to this Agreement. Should there be any conflict between such heading, and the section or paragraph thereof at the head of which it appears, the section or paragraph thereof, as the case may be, and not such heading, shall control and govern in the construction of this Agreement.
26.2 Masculine or feminine pronouns shall be substituted for the neuter form and vice versa, and the plural shall be substituted for the singular form and vice versa, in any place or places herein in which the context requires such substitution(s).
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27. NON-WAIVER
27.1 The waiver by City or Consultant of any breach of any term, covenant or condition herein contained shall not be deemed to be a waiver of such term, covenant or condition or of any subsequent breach of the same or any other term, covenant or condition herein contained. In no event shall the making by City of any payment to Consultant constitute or be construed as a waiver by City of any breach of covenant, or any default which may then exist on the part of Consultant, and the making of any such payment by City shall in no way impair or prejudice any right or remedy available to City with regard to such breach or default. No term, covenant or condition of this Agreement shall be deemed to have been waived by City or Consultant unless in writing.
27.2 Each right, power and remedy provided for herein or now or hereafter existing at law, in equity, by statute, or otherwise shall be cumulative and shall be in addition to every other right, power, or remedy provided for herein or now or hereafter existing at law, in equity, by statute, or otherwise. The exercise, the commencement of the exercise, or the forbearance of the exercise by any Party of any one or more of such rights, powers or remedies shall not preclude the simultaneous or later exercise by such Party of any of all of such other rights, powers or remedies.
27.3 Consultant shall not be liable for any failure to perform if Consultant presents acceptable evidence, in City’s sole judgment, that such failure was due to causes beyond the control and without the fault or negligence of Consultant.
28. COURT COSTS AND ATTORNEY FEES
In the event legal action shall be necessary to enforce any term, covenant or condition herein contained, the Party prevailing in such action, whether reduced to judgment or not, shall be entitled to its reasonable court costs, including accountants’ fees and expert witness fees, if any, and attorneys’ fees expended in such action. The venue for any litigation shall be Los Angeles County, California.
29. SEVERABILITY
If any term or provision of this Agreement or the application thereof to any person or circumstance shall, to any extent, be invalid or unenforceable, then such term or provision shall be amended to, and solely to, the extent necessary to cure such invalidity or unenforceability, and in its amended form shall be enforceable. In such event, the remainder of this Agreement, or the application of such term or provision to persons or circumstances other than those as to which it is held invalid or unenforceable, shall not be affected thereby, and each term and provision of this Agreement shall be valid and be enforced to the fullest extent permitted by law.
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30. GOVERNING LAW
This Agreement shall be governed and construed in accordance with the laws of the State of California.
31. COUNTERPARTS
This Agreement may be signed in any one or more counterparts all of which taken together shall be but one and the same Agreement. Any signed copy of this Agreement or of any other document or agreement referred to herein, or copy or counterpart thereof, delivered by facsimile or email transmission, shall for all purposes be treated as if it were delivered containing an original manual signature of the Party whose signature appears in the facsimile or email and shall be binding upon such Party in the same manner as though an originally signed copy had been delivered.
32. ENTIRE AGREEMENT
All documents referenced as exhibits in this Agreement are hereby incorporated in this Agreement. In the event of any material discrepancy between the express provisions of this Agreement and the provisions of any document incorporated herein by reference, the provisions of this Agreement shall prevail. This instrument contains the entire Agreement between City and Consultant with respect to the transactions contemplated herein. No other prior oral or written agreements are binding upon the Parties.
Amendments hereto or deviations herefrom shall be effective and binding only if made in writing and executed by City and Consultant.
[This space is intentionally left blank]
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TO EFFECTUATE THIS AGREEMENT, the Parties have caused their duly authorized representatives to execute this Agreement on the dates set forth below. “CITY” “CONSULTANT”
CITY OF PICO RIVERA NV5, INC.
______________________________ ___________________________________ Andrew C. Lara, Mayor Jeffrey M. Cooper, Senior Vice President Dated: ________________________ Dated: _____________________________ ATTEST: APPROVED AS TO FORM:
___________________________ ___________________________________ Cynthia Ayala, City Clerk Arnold M. Alvarez-Glasman, City Attorney Professional Services Agreement
NV5, INC.
EXHIBIT A
SCOPE OF SERVICES
PROPOSAL
Submitted by NV5, Inc.
163 Technology Drive, Suite 100, Irvine, CA 92618
City of Pico Rivera
On-Call Construction Management and Inspection Services February 7, 2024
C-100, M-43, Y-0, K-30
C-53, M-3, Y-8, K-9
C-0, M-8, Y-16, K-28
C-56, M-2, Y-78, K-5
C-100, M-57, Y-9, K-52
C-1, M-1, Y-1, K-50
NV5 COLORS
C-0, M-70, Y-100, K-0
ADDED COLORS
TABLE OF CONTENTS
A. Letter of Offer 02
B. Qualifications of the Firm 04
C. Proposed Staffing 14
D. Consultants and/or Subconsultants 15
E. Work Approach 16
F. Client References 20
H. Schedule of Hourly Rates 21
Non-Collusion Affidavit 27
APPENDIX
Resumes 29
Table of Contents
It is rare that the General Manager inspects a water project and even more rare that he provides such great feedback. Please thank your team for their great work and professionalism! .- Jake Hester, PE, Water Engineering & Design Manager, Anaheim Public Utilities The NV5 staff is knowledgeable, courteous, and friendly and they truly care about their projects and the services they provide. From Engineering Design to Inspection to Plan Check Services, the NV5 team can do it all, and we can always rely on them to deliver a quality product on time and within budget. Currently, they are assisting us with assessment district planning, plan checking, construction inspection and other general engineering services. I highly recommend NV5 for your professional and engineering consulting needs.
- Matthew Sinacori, PE, Director of Public Works/City Engineer, City of Dana Point
CLIENT TESTIMONIALS
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 1 163 Technology Drive, Suite 100 | Irvine, CA 92618 | www.nv5.com | Office: 949.585.0477 February 7, 2024
City of Pico Rivera
Attn: Noe Negrete, Director of Public Works
6615 Passons Blvd.
Pico Rivera, CA 90660
SUBJECT: On-Call Construction Management and Inspection Services Dear Noe Negrete,
NV5, Inc. (NV5) is excited to have the opportunity to provide On-Call Construction Management and Inspection Services to the City of Pico Rivera (City). Our team has the technical knowledge and experience to deliver your projects in the most cost-efficient and cost-effective manner. NV5’s strengths include the following:
Current Partnership: Our experience and strong existing relationship with the the City gives us the ability to continue providing professional services for your capital improvement projects. We operate with a sound understanding of your organizational structure, administrative processes and the community you serve.
This in turn allows us to provide the required construction support services in the most efficient manner.
Specifically, we have been providing on-call plan check services for the City since 2019.
Relevant Experience: We have a proven track record of successfully providing on-call construction management and inspections services to municipalities throughout Southern California, most of which have been repeat clients. A sampling of similar projects begin on page 6.
Proposed Team: Understanding both the needs of the City and its Capital Improvement Program, NV5 has assembled a team of high-level professionals that will be made available to the City upon request. Our team will be led by Project Manager Peter Salgado, PE, who brings more than 25 years of experience managing and delivering construction management and inspection services for a wide range of capital improvement projects throughout Orange and Los Angeles counties.
Accessibility and Responsiveness: Our professionals take pride in providing immediate response and personal attention to our clients’ needs. Each of our Construction Inspectors has been provided with a mobile office equipped with our web-based CMIS software to record daily reports and allow real-time access to the City — granting you convenient, full access to the current status of your projects. Additionally, our Inspectors send out regular supplementary emails noting elements of significance performed, along with photos for a quick glance of work enabling all City staff to immediately be up to date.
Addendum Acknowledgment: NV5 acknowledges that we are obligated by all addenda to this RFP.
PN:P27024-0001050.00
A. LETTER OF OFFER
Subconsultants: NV5 has a strong and successful working relationship with our subconsultant Pacific Resources Services, who we have worked with on numerous projects for various agencies throughout Southern California. Benjamin Ocasio of Pacific Resources Services will be leading the effort for the labor compliance portion of this project. Contact information for Pacific Resources Services can be found on page 15.
Federal Tax ID: 94-2706173
Proposal Authorization and Validity: This proposal has been signed by Jeffrey M. Cooper, PE, a company officer authorized to bind the firm. This proposal will remain valid for a period of at least 90 days from the date of this submittal.
Statement: All information submitted with this proposal is true and correct.
NV5 looks forward to the opportunity to work with the City and help you achieve your goals and objectives.
If you need further information, we may be reached by phone at (949) 585-0477, or electronically at [email protected] and [email protected]. Thank you for your time and consideration.
Sincerely,
NV5
Jeffrey M. Cooper, PE
Senior Vice President
(Authorized Signer)
Peter Salgado, PE
Project Manager
COMPANY INFORMATION/CONTACT
Name: NV5, Inc.
Address: 163 Technology Drive, Suite 100,
Irvine, CA 92618
Telephone Number: 949.585.0477
Name, Title, Address, Telephone No. and Email of
Contact: Peter Salgado, PE, Project Manager,
163 Technology Drive, Suite 100, 949.585.0477,
[email protected]
A. LETTER OF OFFER
PROVIDING RELIABLE, RESPONSIVE AND COST-EFFECTIVE ENGINEERING SERVICES USING LOCAL KNOWLEDGE FROM PREVIOUS LOCAL AGENCY PARTNERSHIPS AND EXPERIENCE MEETING THE CITY’S NEEDS:
UNDERSTANDING THE NATURE OF AS-NEEDED CONTRACTS AND ITS
CHALLENGES ALLOWS US TO MEET YOUR NEEDS AND ACHIEVE YOUR GOALS
MOBILIZE QUICKLY
TO PROVIDE SERVICES
CLEAR COMMUNICATION
ONE POINT OF CONTACT
EQUIPPED
WITH RESOURCES
QUICK RESPONSES TO
ISSUES AND CONCERNS
UNDERSTANDING THE NATURE OF ON-CALL CONTRACTS AND THEIR CHALLENGES ALLOWS US TO MEET THE CITY’S NEEDS AND ACHIEVE ITS GOALS WHY NV5?
Providing Reliable & Responsive On-Call Construction Management and Inspection Services Using Local Knowledge from Previous Local Agency Partnerships and Experience Meeting the City’s Needs
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 3
GEOTECHNICAL
ENGINEERING
CONSTRUCTION
MANAGEMENT
+ INSPECTION
CIVIL
ENGINEERING
DESIGN
PROJECT
MANAGEMENT
LAND SURVEY
+ GIS
CONSTRUCTABILITY
REVIEW
STAFF
AUGMENTATION
PLAN CHECK
SERVICES
ASSESSMENT
ENGINEERING
BUILDING
+ SAFETY
SERVICES
B. QUALIFICATIONS OF THE FIRM
Firm Profile
NV5, Inc, a California corporation, was founded in 1949 and has been providing engineering and consulting services to public and private sectors for more than 70 years, delivering solutions through six business verticals: Testing, Inspection and Consulting; Infrastructure; Utility Services; Environmental Health Sciences; Buildings and Program Management; and Geospatial Technology. With more than 100 offices nationwide and abroad, including more than 15 offices in California, NV5 has access to over 4,000 employees in a variety of fields who help clients plan, design, build, test, certify and operate projects that improve the communities where we live and work.
In Southern California, NV5 has over 500 employees and specializes in the engineering design, construction management and inspection of capital improvement projects, including streets, traffic systems, utilities, water and wastewater systems, drainage and flood control, parks and recreational facilities, and landscaping and grading.
Key Services
The successful delivery of our products and services has resulted in repeat clients for a broad range of municipal projects. Our key services include:
We maintain an extensive history of working with various local agencies. Throughout the course of completing myriad public works capital improvement projects, our team has demonstrated an unparalleled ability to work well with local agency staff, project stakeholders, engineers and contractors. We are excited about the opportunity to continue to serve the City and are committed to maintaining effective working relationships with your staff, relevant government agencies and project stakeholders.
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 4 B. QUALIFICATIONS OF THE FIRM
Financial Condition, Strength and Stability of the Firm NV5 is financially stable with a 75-year history of providing excellent professional engineering services.
With a rapidly growing list of clients, we have experienced steady year-over-year growth, especially over the last several years. We continue to hire and maintain an increasing number of highly qualified professionals in order to meet the diverse needs of our valued clients. NV5’s longevity and continued growth is a testament to our financial stability and the strength of our expanding professional capabilities. NV5 does not have any conditions for or against the firm that may impede its ability to provide on-call construction management and inspection services.
Current Staffing Capability, Availability and Workload
NV5 has assembled a team of high-level professionals who will be made available to the City upon request.
Our access to a deep bench of more than 4,000 professionals provides us with the ability to assign staff member(s) with the most appropriate experience and licenses/certifications based on the project type, size and requirements while balancing workloads and meeting obligations without overloading any one engineer. We have a proven record of meeting schedules on similar projects and encourage the City to reach out to our references to confirm our successful track record.
Subconsultants
NV5 has a strong and successful working relationship with our subconsultant Pacific Resources Services, who we have worked with on numerous projects for various agencies throughout Southern California.
Benjamin Ocasio of Pacific Resources Services will be leading the effort for the labor compliance portion of this project. Please see select project experience beginning on the next page.
WHAT MAKES NV5
UNIQUELY QUALIFIED
TO PROVIDE THESE
SERVICES TO THE CITY?
Strong Design
Background
+ Relevant
Experience
Understanding
+ Delivering
Upon the Need
of the City
Ability to
Maintain
Close Working
Relationships
with City
Staff
Able to
Oversee,
Manage + Control
Schedules
and Cost
Dedicated
+ Qualified
Professional
Team
Members
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 5 CIP 13-01 Street Improvements
CITY OF COMPTON | COMPTON, CA
NV5 provided construction management and inspection
services for the City’s CIP 13-01 Street Improvements
project. Scope of work included: reconstruction of PCC
sidewalks, driveways, curb and gutter, and ADA curb ramps; reconstruction and resurfacing of existing AC pavement; traffic loop replacement; traffic striping and signage; and other minor associated work.
KEY PERSONNEL: PETER SALGADO (CM), DAVID LEDYARD
(INSPECTOR)
Bellflower Boulevard Rehabilitation
CITY OF BELLFLOWER | BELLFLOWER, CA
NV5 is providing construction management, inspection,
labor compliance, geotechnical/materials testing and deputy inspection services for this federally funded project. The scope of work includes reconstruction and resurfacing of existing asphalt pavement; removal and reconstruction of PCC sidewalks, driveways, curb and gutter, cross-gutters, drain inlets, and ADA curb ramps; landscaping and irrigation; adjustment of utilities to grade; replacement of existing traffic loops; and traffic striping and signage.
KEY PERSONNEL: PETER SALGADO (CM), DAVID LEDYARD
(INSPECTOR), PACIFIC RESOURCES SERVICES (LABOR COMPLIANCE), NV5 GEOTECH/MATERIALS TESTING (MIKE RASTEGAR)
Bellflower Boulevard and Alondra Boulevard
Rehabilitation
CITY OF BELLFLOWER | BELLFLOWER, CA
NV5 provided construction management, inspection, labor compliance and federal funding oversight services for
this $1.4M federally funded street improvement project.
The project included reconstruction and resurfacing of AC pavement, installation of new traffic loops, adjustment of utilities to grade, and new traffic signage and striping.
KEY PERSONNEL: PETER SALGADO (CM), DAVID LEDYARD
(INSPECTOR), PACIFIC RESOURCES SERVICES (LABOR COMPLIANCE) B. QUALIFICATIONS OF THE FIRM
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 6
PAGE HEADER
FY 2020-21 Street Improvements (CM/
Inspection)
CITY OF LA HABRA HEIGHTS | LA HABRA HEIGHTS, CA
Our team is providing construction management and
inspection services for the City’s FY 2020-21 Street
Improvements project. The scope of work includes street reconstruction and resurfacing, installation of AC berms, removal and construction of curb and gutter, utility
adjustments, and traffic signage and striping. NV5 is also providing geotechnical/materials testing services for this project.
KEY PERSONNEL: PETER SALGADO (CM), JOE CHIQUETE
(INSPECTOR), MIKE SMITH (ALTERNATE INSPECTOR), NV5
GEOTECH/MATERIALS TESTING
FY 2021-22 Street Improvements (CM/
Inspection)
CITY OF LA HABRA HEIGHTS | LA HABRA HEIGHTS, CA
NV5 provided construction management and inspection
services for the City’s FY 2021-22 Street Improvements
project. The scope of work includes street reconstruction and resurfacing, installation of AC berms, removal and construction of curb and gutter, utility adjustments, and traffic signage and striping. NV5 also provided geotechnical/materials testing and deputy inspection services for this project.
KEY PERSONNEL: PETER SALGADO (CM), JOE CHIQUETE (INSPECTOR), NV5 GEOTECH/MATERIALS TESTING (CARL HENDERSON, MIKE
RASTEGAR), PACIFIC RESOURCES SERVICES (LABOR COMPLIANCE) B. QUALIFICATIONS OF THE FIRM
FY 19-20 Arterial Roadway Rehab
(Inspection)
CITY OF PLACENTIA | PLACENTIA, CA
NV5 provided construction inspection services for the City’s federally funded annual arterial roadway rehabilitation project. The scope of work included the grind and overlay of approximately 4 miles of arterial roadway along with curb, gutter and sidewalk repairs, new ADA-compliant curb ramps, new pavement markings and signage, traffic signal modifications and other improvements and repairs as
outlined by the City.
KEY PERSONNEL: PETER SALGADO (CM), MIKE HELMA (INSPECTOR) City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 7
PAGE HEADER
FY 2022-23 Slurry Seal and Rehabilitation
CITY OF ALISO VIEJO | ALISO VIEJO, CA
Our team is providing construction inspection services for the FY 2022-23 Slurry Seal and Rehabilitation project. The scope of work includes crack seal, slurry seal (type II), utility adjustments, and traffic signage and striping.
KEY PERSONNEL: PETER SALGADO (CM), DAVID LEDYARD
(ALTERNATE INSPECTOR)
B. QUALIFICATIONS OF THE FIRM
Traffic Signal Improvements at Philadelphia
and Towne Avenue/Garey Avenue
CITY OF POMONA | POMONA, CA
NV5 provided construction management, inspection, and
geotechnical/materials testing and deputy inspection for this federally funded project. The scope of work included installation of traffic signal poles and traffic signal controllers; traffic signage and striping; reconstruction of existing ADA curb ramps and sidewalks, AC paving, and all related site work to complete the proposed improvements.
KEY PERSONNEL: PETER SALGADO (CM), DAVID LEDYARD
(INSPECTOR), PACIFIC RESOURCES SERVICES (LABOR
COMPLIANCE), NV5 GEOTECH/MATERIALS TESTING
Bastanchury Road Widening between Casa
Loma Avenue and Eureka Avenue
CITY OF YORBA LINDA | YORBA LINDA, CA
Our team is providing construction management and
inspection services, and labor compliance services for this project. The scope of work includes adding a second lane in each direction along with a two-way turn lane in the median; elevating portions of the roadway center line up to 6 feet; constructing retaining walls/structures; installation of traffic signals and new bike lanes, a multipurpose trail, and sidewalk/ parkway improvements with new irrigation and landscaping.
KEY PERSONNEL: PETER SALGADO (CM), JIM DALY (ASSISTANT CM),
MIKE SMITH (INSPECTOR), DAVID LEDYARD (ALTERNATE INSPECTOR),
PACIFIC RESOURCES SERVICES (LABOR COMPLIANCE)
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 8 University Drive Widening
CITY OF IRVINE | IRVINE, CA
Our team provided construction management and
inspection services for the University Drive Widening (from Campus Drive to MacArthur Boulevard) project, which
included parkway improvements, street improvements,
storm drain improvements, water improvements, and
landscape and irrigation for the adjacent bike trail.
KEY PERSONNEL: PETER SALGADO (CM), DAVID LEDYARD
(ALTERNATE INSPECTOR), SAL SANCHEZ (ALTERNATE INSPECTOR),
PACIFIC RESOURCES SERVICES (LABOR COMPLIANCE)
B. QUALIFICATIONS OF THE FIRM
Copper Hill Drive Bridge Construction
Management
CITY OF SANTA CLARITA | SANTA CLARITA, CA
Our team is providing construction management and
inspection services for the Copper Hill Drive Bridge Widening over San Francisquito Creek. Proposed improvements
include widening the north side of the existing bridge by 33 feet to allow the new widened bridge to have 3 lanes and a small shoulder for each of east and west directions, extending the south sidewalk to 12 feet wide, adding a
new 5-foot-wide sidewalk to the north side, constructing a new raised median landscape island of varying width, and constructing new approach slabs on both the east and west side of the bridge.
KEY PERSONNEL: MICHAEL DIPSIA (PM)
FY 20-21 Annual Pavement Preservation
Program (APPP) – Zone 4 Slurry Seal
CITY OF YORBA LINDA | YORBA LINDA, CA
Our team is providing construction management and
inspection services for the FY 20-21 Annual Pavement
Preservation Program (APPP) Zone 4 Slurry Seal project.
The work includes crack seal, slurry seal, adjustment of manholes and valve covers to grade, and traffic signage and striping.
KEY PERSONNEL: PETER SALGADO (CM)
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 9
PAGE HEADER
Margarita Recreation Center
CITY OF TEMECULA | TEMECULA, CA
NV5 is currently providing preliminary design, project
management, construction management and inspection
services for the Margarita Recreation Center replacement project. This is a Design-Build (DB) project that will demolish the existing facility and replace it with a new building and pool. In concert with City staff, our team recently prepared the design bridging documents and DB Request for Proposal. Our team is currently assisting the City with the DB contract Advertising and Award process. NV5 will provide construction management and inspection services through project completion.
KEY PERSONNEL: PETER SALGADO (CM), MIKE HELMA (INSPECTOR), NV5 DESIGN, NV5 GEOTECH, NV5 SURVEY, NV5 ENVIRONMENTAL
B. QUALIFICATIONS OF THE FIRM
Robinson Park Recreation Center
CITY OF PASADENA | PASADENA, CA
Our team provided construction management and
inspection services for the renovation of Robinson Park Recreation Center. The $7.2M project consisted of the
demolition and reconstruction of the Recreation Center’s approximately 16,000-square-foot multipurpose room,
administrative offices, kitchen, open courtyard, restrooms and conference room, an approximately 4,900-square-foot addition of fitness and dance rooms, storage and common areas, and an intensive structural upgrade of the Recreation Center’s existing 7,300-square-foot gymnasium.
KEY PERSONNEL: PETER SALGADO (CM)
Lambert Park Improvements
CITY OF EL MONTE | EL MONTE, CA
Our team provided construction management and
inspection services for this project. Improvements include construction of a new CMU concession and restroom
building; hardscape, decorative paving, decomposed granite walking and jogging path and play surfacing; landscaping and irrigation; playground and play equipment; exercise areas and equipment; shade structures and miscellaneous site furnishings; site lighting; site drainage; on- and off-site utilities; renovation of an existing maintenance building; new turf for athletic fields (soccer fields and baseball diamonds); and renovation of existing parking lot.
KEY PERSONNEL: PETER SALGADO (CM)
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 10
PAGE HEADER
Rural Ridge Circle and Wilshire Avenue Water
Main Replacement
CITY OF ANAHEIM | ANAHEIM, CA
NV5 is providing Construction Management/Resident
Engineering and Inspection Services for this water main replacement project. The work to be undertaken consists of two water main improvement areas: the Rural Ridge area for 4,230 LF and the Wilshire-Pearl area for 2,750 LF of 8-inch to 15-inch potable water main, tie-ins to the existing potable water system, 142 1- and 2-inch water services and meters, existing main abandonment, and final street restoration.
KEY PERSONNEL: LUANNE BEAN (CM), SAL SANCHEZ (INSPECTOR),
DAN WARREN (INSPECTOR), JOE CHIQUETE, INDIA WOODRUFF
(ASSISTANT CM)
La Palma Avenue and Tustin Avenue Water
Main Replacements
CITY OF ANAHEIM | ANAHEIM, CA
NV5 is currently providing preliminary design, project
management, construction management and inspection
services for the Margarita Recreation Center replacement project. This is a Design-Build (DB) project that will demolish the existing facility and replace it with a new building and pool.
In concert with City staff, our team recently prepared the design bridging documents and DB Request for Proposal. Our team is currently assisting the City with the DB contract Advertising and Award process.
KEY PERSONNEL: LUANNE BEAN (CM), INDIA WOODRUFF (ASST. CM),
KENNETH HICKS (INSPECTOR), SAL SANCHEZ (INSPECTOR), DAN WARREN (ALT. INSPECTOR), CARL HENDERSON (GEOTECH)
B. QUALIFICATIONS OF THE FIRM
Mesa Henderson Storm Drain Replacement
CITY OF VILLA PARK | VILLA PARK, CA
Our team provided construction management and
inspection services for this project. The project included erosion control, traffic control, unclassified excavation, construction of a 90-inch RCP storm drain and PCC
headwall, partial removal and reconstruction of a tennis court, lighting and fencing, residential patio grading and landscape restoration. Our team was responsible for
providing services and personnel to manage the project, including resident engineer, construction manager,
construction inspection, materials testing and inspection, specialty inspection, labor compliance, and more.
KEY PERSONNEL: PETER SALGADO (CM)
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 11 B. QUALIFICATIONS OF THE FIRM
Crowther Sanitary Sewer Pipeline
Replacement
CITY OF PLACENTIA | PLACENTIA, CA
Our team is providing construction management, inspection services and materials testing services for the Crowther Sanitary Sewer Pipeline Replacement project. The scope of work includes replacement of approximately 7,400 LF of
gravity sewer pipeline in Crowther Avenue, Placentia Avenue, and Orangethorpe Boulevard, located within the Cities of Placentia and Fullerton.
KEY PERSONNEL: LUANNE BEAN (CM), INDIA WOODRUFF
(ASSISTANT CM), HAYKAZ AGHAJANIAN (SENIOR INSPECTOR), NV5
GEOTECH (SOILS COMPACTION TESTING)
Diversion Pipeline
CITY OF CULVER CITY | CULVER CITY, CA
NV5 provided construction management, inspection, and
engineering services for the construction of sewer main diversion pipes reversing sewer flow via conventional cut and cover as well as trenchless jack and bore methods to abandon Mesmer and Overland Sewer Pump Stations. This also involved extensive permits and coordination with Caltrans, the City of Los Angeles, and the City of Culver City for these jack and bore pipelines underneath the I-405 and Route 90. The goal of the project was to divert flows from four of the City’s sewer pump stations to a new sewage pump station, Bankfield Station.
KEY PERSONNEL: LUANNE BEAN (PM/CM), DAN WARREN (INSPECTOR), INDIA WOODRUFF (CONTRACTOR’S PROJECT MANAGER)
Bankfield Pump Station
CITY OF CULVER CITY | CULVER CITY, CA
NV5 provided construction management, inspection, and
limited design engineering services for the construction of the project. The new pump station receives diverted flows from two existing pump stations, and diverted flows from two more pump stations at a later date. The new pump station has a 10-footby-20-foot sewer wet well that is 35 feet deep, constructed in groundwater with a discharge permit to the City of L.A. Sewer Interceptor since the water was contaminated and RWQCB
would not issue a permit to discharge to storm drain.
KEY PERSONNEL: LUANNE BEAN (PM/CM), DAN WARREN (INSPECTOR), SALVADOR SANCHEZ (INSPECTOR), INDIA WOODRUFF (CONTRACTOR’S
PROJECT MANAGER)
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 12 B. QUALIFICATIONS OF THE FIRM
Pressure Regulating Stations (PRS)
Rehabilitation/Replacement
CITY OF ANAHEIM | ANAHEIM, CA
NV5 provided construction inspection services for the
Anaheim Public Utilities Department’s pressure regulating stations rehabilitation/replacement project. The City
replaced or relocated five pressure-regulating stations throughout the City. Responsibilities included observing water main shutdowns coordinated by APU staff, assuring traffic control plans were set up per the approved plans, observing materials sampling and testing services,
preparing daily activities reports, and attending biweekly construction progress meetings.
KEY PERSONNEL: LUANNE BEAN (PM), SALVADOR SANCHEZ
(INSPECTOR), MIKE HELMA (INSPECTOR), ROSARIO RUVALCABA
Lakewood Interconnect Phase II
LONG BEACH UTILITIES DEPARTMENT | LONG BEACH, CA
NV5 provided construction management and inspection
services for the Long Beach Conjunctive Use Expansion Palo Verde Pipeline project. This project involved the replacement of approximately 50 feet of pipe for the interconnect, the construction of a shallow vault for a mag meter, and an above-ground cla-valve with insertion meters.
KEY PERSONNEL: LUANNE BEAN (CM/RESIDENT ENGINEER),
SALVADOR SANCHEZ (INSPECTOR)
Emergency Project
LONG BEACH UTILITIES DEPARTMENT | LONG BEACH, CA
NV5 provided construction management and inspection
Services for the completion of an emergency project for the Long Beach Water Department. The project provided LBWD
a connection to the Los Angeles County Sanitation District’s (LACSD) reclaimed water pipeline.
KEY PERSONNEL: LUANNE BEAN (PM/CM), SALVADOR SANCHEZ
(INSPECTOR)
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 13 Organization Chart
Our team of experts brings direct, relevant, successful and current experience working on projects of similar scope and complexity. We are equipped with the resources to provide the City with the requested On-Call Construction Management and Inspection services. Key personnel will be available to the extent proposed for the duration of the Professional Services Agreement, and no person assigned to a project will be removed or replaced without the prior written concurrence of the City. Shown below are team roles and responsibilities. Please find resumes beginning on page 29.
C. PROPOSED STAFFING
PACIFIC RESOURCES
SERVICES, INC.*
Ben Ocasio
Luanne Bean, PE
Peter Salgado, PE
Jim Daly, PE
India Woodruff
Michael Dipsia, PE, QSD
PROJECT MANAGER/
CONSTRUCTION MANAGER
Peter Salgado, PE
QA/QC MANAGER/
CONSTRUCTION MANAGER
Luanne Bean, PE
CONSTRUCTION
MANAGERS
LABOR
COMPLIANCE
PRINCIPAL-IN-CHARGE
Jeffrey M. Cooper, PE
Mike Smith
Sal Sanchez
Rosario Ruvalcaba
David Ledyard
Kenneth Hicks
Mike Helma, LEED AP
Patrick Crowley
Joe Chiquete
Haykaz Aghajanian
Duane Neyens
Daniel Warren
Shafiq Popalzai, PE
Carl Henderson, Ph.D., PE, GE
Mike Rastegar
+ 25 Additional Field
Technicians and
10 Laboratory
Technicians
CONSTRUCTION
INSPECTORS
MATERIALS
TESTING
*SUBCONSULTANT
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 14 D. CONSULTANTS AND/OR SUBCONSULTANTS
Subconsultants
NV5 will enlist Pacific Resources Services as a subconsultant, shown below, to assure all labor compliance requirements of the projects are completed by an expert in the field and finished in a timely and cost-effective manner.
Pacific Resources Services
Pacific Resources Services, a California public benefit corporation, provides California and federal Davis-Bacon prevailing wage monitoring and enforcement services to cities, counties, water districts, school districts, housing authorities, special districts, contractor and individuals. Pacific Resources Services will be handling the labor compliance on this project.
Benjamin Ocasio is the president of Pacific Resources Services. He has more than 25 years of experience proving labor compliance services, having served as the labor compliance manager for public agencies and third-party labor compliance programs. He has been actively involved in the industry, including serving as the third-party labor compliance representative to the California Underground Economy Taskforce. Mr.
Ocasio’s resume can be found on page 67, and will be overseen on this project by Project Manager, Mr.
Salgado. Mr. Ocasio can be reached at [email protected] or (626) 800-4006. Pacific Resources Services is located at 11421 Lambert Ave., El Monte, CA 91732.
REFERENCE:
James Tong, P.E.
Principal
City of Pasadena, Department of Public Works
100 North Garfield Avenue, N306
Pasadena, CA 91101
661.510.2312
[email protected]
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 15 E. WORK APPROACH
PROJECT UNDERSTANDING
We understand that the City is expecting to retain construction management firms on an as-needed or on-call basis for various Public Works Projects. These services will generally consist of construction management, document control, claims mitigation, contract administration, utility coordination, labor compliance, material testing services, construction inspection, and project closeout services for the following project types, but will not be limited to, roadway pavement rehabilitation and/or restoration, streetscape, landscaping and irrigation systems, utility, bridges, safety lighting, traffic signal, water treatment and distribution systems, sewer systems, flood control and storm drain facilities, parks, general facilities (chain-link fencing/gates, retaining walls, etc.) and other Public Works construction projects. We understand the nature of on-call contracts and can mobilize quickly to meet the City’s needs. NV5 can provide general construction management and inspection services to support the construction efforts and serve as an extension of City staff to assist in the overall delivery of projects, including preconstruction tasks, managing construction and assuring that the work is completed in accordance with the contract documents, and project closeout and commissioning phase.
TECHNICAL APPROACH
Our approach to construction management and inspection services is centered on our established policy of consistent and effective employee oversight. NV5’s Project Manager, Peter Salgado, PE, will closely monitor projects to verify that our construction managers and inspectors are performing within the guidelines of our established management and inspection procedures. Mr. Salgado will also be responsible for overseeing our subconsultant, Pacific Resources Services, who will be responsible for labor compliance.
Included below is our general approach to providing these on-call services, which has been developed over many years of providing similar services to agencies throughout the area. Our approach can be tailored to fit the City’s and the project’s needs.
Communication
Our construction support team will be the point of contact for all project correspondence and communication between the City, the contractor, the design team and other project stakeholders. Our team will be in constant communication with the City’s Project Manager, making sure they have updated information on project status, as well as any on-site or any contractual issues.
Web-Based Document Control System
Our web-based CMIS software is designed to manage project information efficiently and effectively while maintaining full transparency with the City and the design engineer in managing the construction contractor. The City, as well as NV5’s Construction Manager and Inspectors, have real-time CMIS webbased software installed on an iPad or computer to record inspectors’ daily reports and can be utilized on any device with internet access including iPhone and Android mobile devices. The City can log in and view at any time the submittals, RFIs, correspondence, WSWD, Contractor’s Pay Apps with DIR submissions and apprentice requirements documentation, and NV5 Inspection reports from any laptop, computer, or mobile device. Additionally, our Inspectors send out supplementary email blasts noting elements of significance performed, along with photographs for a quick glance of work, enabling all City staff to immediately be up to date. At the end of the project, the data within the CMIS platform will be downloaded for archiving with the City within 60 calendar days of the Notice of Completion.
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 16 Schedule Control
Our construction support services team gives considerable attention to monitoring project schedules.
We will coordinate, review and make recommendations for changes to the Critical Path Method (CPM) schedule generated by the contractor. As changes or discrepancies occur between the CPM schedule and as-built conditions, the project schedule and cost estimates will be updated. We will review the contractor’s schedule on a weekly basis and will maintain an as-built/working schedule to reflect as-built conditions to date.
Cost Control and Reporting
Cost control is a key element to successfully delivering a project and must be thoroughly integrated with other control methods (scope change control, schedule control and quality control) to assure that the City receives full value for all funds earmarked for the project. Key elements of our cost control program include establishment and maintenance of a project budget; value engineering and constructability reviews of project plans and specifications; sufficient vetting of owner-requested or contractor-generated changes; thorough review and evaluation of change order cost proposals; close monitoring of force account work; and regular maintenance of a change order log. NV5 provides a monthly status report that includes work accomplished during the reporting period, work to be completed during the next reporting period, budget and schedule status, and a summary of issues and concerns pending resolution.
E. WORK APPROACH
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 17 E. WORK APPROACH
Quality
To assure compliance with the plans and specifications, we will implement a comprehensive quality assurance and quality control (QA/QC) program involving the following steps:
•We will perform a thorough review of the contract document provisions, including submittal requirements. In addition, we will be thoroughly familiar with the City’s administrative policies. This responsibility includes checking plans and specifications against requirements with which problems have occurred on similar jobs; comparing elevations, grades and details shown on plans as existing, with those at the actual site; reporting errors, omissions and deficiencies to the City; keeping a marked-up set of plans and specifications convenient for ready reference; and anticipating the contractor’s operations by reviewing the plans and specifications for each operation. •Before the start of construction, we will discuss with the contractor the definable features of work to assure that documentation is complete, materials are on hand and that the workers understand the scope of work.
•At the onset of work, we will perform an initial inspection to determine whether or not the contractor thoroughly understands and is capable of accomplishing the work as specified. Safety is also checked for proper implementation. The construction inspector will perform follow-up inspections on a daily basis.
•We will assure that the contractor has an established safety program and that regular safety meetings are conducted. We also will assure that the contractor meets all OSHA safety requirements. •We will conduct a monthly review of the as-built drawings and assure that all items are considered in the changes of the record drawings, including size, type and location of existing and new utility lines; layout and schematic drawings of electrical circuits and piping; verification of alignment and cross sections; and changes in location of equipment.
•Finally, we will review and approve the as-built drawings to complete the project turnover and begin the warranty period.
CLIENT
DELIVERABLE
QUALITY
CHECK
QUALITY
ASSURANCE
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 18 Review and Approve
Final Payment
O&M Manuals
•Review, Train, Submit
Review and Submit
Record Drawings
Final Inspection
•Project Manager
•Design Engineer
•Construction
Manager
Generate Final
Punch List
Maintain Construction File
Coordinate Inspection,
Testing and Survey
•Monitor Report Drawings
•Manage RFIs
•Weekly Meetings
•Start Up
Review Work
•Identify Correction When
Discovered
WORK FLOW DIAGRAM
We are including this Scope of Work Flow Diagram to show our overall construction management and inspection process and deliverables. This will be tailored depending on the needs of the City and the project requirements.
Construction
Construction Manager
Responsibilities
Construction Inspector
Responsibilities
Keep City Project
Manager Informed
•Administer Project Plan
•Quality Assurance
•Monitor Construction
Schedule
•Cost Management
Review
•Project Team
Coordination
•Public Relations
•Change Order
Management
•Utility Coordination
•Submittal Log/Processing
•Progress Payment
Processing
•Monthly Summary Report
Keep Project
Manager Informed
•Quality Assurance
•Prepare Daily Reports
•Monitor Approved Plan
Changes
•Administer Permits
•Public Relations
•Quantity Verification
•Progress Photographs
•Review Progress
Payments
Project Acceptance
and Close Out
Final Construction
Reports
Provide Construction
Project File to Project
Manager
E. WORK APPROACH
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 19 References
Provided below are references of clients for whom construction management and inspection services have been performed that are comparable in quality and scope to that specified in this RFP.
F. CLIENT REFERENCES
CITY OF CULVER CITY
Hong Wang, PE
Senior Civil Engineer
310.253.5604
[email protected]
9770 Culver Blvd.
Culver City, CA 90232
Projects:
Diversion Pipeline (2021)
Bankfield Sewage Pump
Station (2020)
CITY OF YORBA LINDA
Rick Yee, PE
Deputy DPW/Assistant City
Engineer
714.961.7171
[email protected]
4845 Casa Loma Avenue
Yorba Linda,CA 92886
Projects:
Bastanchury Road Widening
(Current)
Annual Pavement Preservation
Program (APPP) (2022)
As-Needed Public Works
Inspection Services (2022)
CITY OF ANAHEIM
Jacob Hester, PE
Water Engineering & Design
Manager
714.765.4421
[email protected]
200 S. Anaheim Blvd.
Anaheim, CA 92805
Projects:
Rural Ridge Circle and
Wilshire Avenue Water Main
Replacement (2023)
La Palma Avenue and Tustin
Avenue Water Main (2023)
Pressure Regulating
Stations (PRS) Rehabilitation/
Replacement (2021)
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 20 H. SCHEDULE OF HOURLY RATES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 21 Fee Schedule
The Schedule of Hourly Rates will remain fixed for the term of the PSA.
CONSTRUCTION SERVICES HOURLY RATE**
Project Manager $210
Senior Construction Manager $200
Construction Manager $185
Senior Office Engineer $150
Office Engineer $125
Construction Inspector $164
Construction Administration $95
REIMBURSABLE EXPENSES COST
Reproduction Cost
Consultant Services Cost + 15%
Automobile Transportation per IRS standard
Delivery, Freight, Courier Cost
Agency Fees Cost
Commercial Travel Cost
* Assumes prevailing wages are applicable for field work. ** Regular rates. Work in excess of 8 hours and work on Saturdays will be billed at 1.5 times the regular rate. Work in excess of 12 hours and work on Sundays and Holidays will be billed at 2 times the regular rate.
H. SCHEDULE OF HOURLY RATES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 22 NV5 GEOTECHNICAL FEE SCHEDULE FOR CITY OF RIVERSIDE ON-CALL PROFESSIONAL CONSULTING SERVICES
PROFESSIONAL STAFF
Personnel
Administration Staff $75.00/hr.
Field Supervisor $150.00/hr.
CQA Manager $150.00/hr.
Senior CQA Manager $170.00/hr.
Staff Engineer / Geologist $120.00/hr.
Senior Staff Engineer / Geologist $135.00/hr.
Project Manager / Engineer / Geologist $155.00/hr.
Senior Engineer / Geologist $185.00/hr.
Associate Engineer / Geologist $205.00/hr.
Senior Principal Engineer / Geologist $245.00/hr.
FIELD STAFF (Prevailing Wage)
Soil / ACI Technician I $136.00 /hr.
Field Supervisor $138.00 /hr.
ICC Special Inspector I (Concrete, Masonry, Steel, Bolt, Fireproofing) $138.00 /hr.
Certified Welding Inspector I $138.00 /hr.
NDT Technician $141.00 /hr.
Laboratory Technician (Non Field) $94.00 /hr.
Ground Penetrating Radar (Technician and Equipment) $204.00 /hr.
Coring Equipment Fee $83.00 /hr.
Torque/Pull Testing (Technician and Equipment) $149.00 /hr. "Wildcat”, 35-lb hammer Dynamic Cone Penetrometer (DCP) with tech $453.00 /hr.
Lightweight 5-lb Gas Dynamic Cone Penetrometer (DCP) equip with tech $221.00 /hr.
Seismic Refraction Survey Using Geode 24-Channel Seismodule $3,500.00 LS Fall of Potential Ground Testing (Ground Rod Test) - Initial Test $1,100.00 LS Fall of Potential Ground Testing (Ground Rod Test) - Subsequent Test $663.00 LS Sample Pick-Up (Non-Prevailing Wage) $94.00 /hr.
Nuclear Density Gauge $40.00 /day
Vehicle Fee $50.00 /day
LABORATORY FEE SCHEDULE
Asphalt Concrete
Asphalt Mix Design Review $394.00/ea.
Hveem Stability $226.00/ea.
Hveem Unit Weight Sample Requiring Compaction $210.00/ea.
Marshall Stability, Flow & Unit Weight 220.00/ea. (per test specimen) Maximum Theoretical Unit Weight (Rice) $220.00/ea.
Extraction - Ignition Oven (including gradation) $257.00/ea.
Percent Swell $168.00/ea.
Unit Wt Compacted Sample (Specific Gravity) $100.00/ea.
Aggregates
Absorption Test, Coarse Aggregate $57.00/ea.
GEOTECHNICAL FEE SCHEDULE
H. SCHEDULE OF HOURLY RATES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 23
LABORATORY FEE SCHEDULE (CONTINUED)
Absorption Test, Fine Aggregate $57.00/ea.
Clay Lumps & Friable Particles $142.00/ea.
Cleanness Value $168.00/ea.
Crushed Particles, Percent $215.00/ea.
Durability Index, Coarse Aggregate $137.00/ea.
Durability Index, Fine Aggregate $137.00/ea.
Abrasion Resistance by LA Rattler $215.00/ea.
Organic Impurities in Sand $84.00/ea.
Sieve Analysis Coarse Aggregate $105.00/ea.
Sieve Analysis Coarse & Fine Aggregate (includes Wash) $147.00/ea.
Sodium Sulfate Soundness (5 cycle test per primary size) $410.00/ea.
Specific Gravity, Fine Aggregate $100.00/ea.
Specific Gravity, Coarse Aggregate $89.00/ea.
Unit Weight (per cubic foot) Voids in Aggregate $79.00/ea.
Rock Core (Compressive Strength) $100.00/ea.
Structural/Reinforcing Steel
Headed Rebar Tensile Test - No. 8 Bar and Smaller < $121.00/ea.
Headed Rebar Tensile Test - No. 9 Bar to No. 11 $147.00/ea.
H. S. Bolt Conformance– Bolt, Nut & Washer (DSA) $504.00/ea.
Mechanically Spliced Reinforcing Steel - No. 8 Bar and Smaller < $210.00/ea.
Mechanically Spliced Reinforcing Steel - No. 9 Bar to No. 11 $226.00/ea.
Mechanically Spliced Reinforcing Steel - No. 14 $247.00/ea.
Mechanically Spliced Reinforcing Steel - Slippage $44.00/ea.
Mechanical Tests, Hardness Test, Rockwell $124.00/ea.
Prestressed Steel, Tensile Test, Strand (7-wire Coated) $247.00/ea.
Prestressed Steel, Tensile Test, Strand (7-wire Uncoated) $289.00/ea.
Reinforcing Steel, Tensile Test – No. 8 Bar and Smaller < $100.00/ea.
Reinforcing Steel, Tensile Test – No. 9 Bar to No. 11 $113.00/ea.
Reinforcing Steel, Tensile Test – No. 11 Bar and Greater > Quote Reinforcing Steel, Bend Test $79.00/ea.
Spray-applied Fireproofing Density Tests $116.00/ea.
Structural Steel, Tensile – Up to 200,000 lbs. $168.00/ea.
Structural Steel, Bend Test $110.00/ea.
Welded Specimens, Tensile Test $142.00/ea.
Chemical Analysis Quote
Machining Costs If Required $84.00/hr.
Masonry
Absorption Test, Brick $68.00/ea.
Compression Test, Composite Prism $194.00/ea.
H. SCHEDULE OF HOURLY RATES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 24
LABORATORY FEE SCHEDULE (CONTINUED)
Compression Test, Brick $58.00/ea.
Compression Test, Blocks $100.00/ea.
Compression Test, Cores (does not include Coring for samples) $84.00/ea.
Compression Test, Grout / Mortar $39.00/ea.
Masonry Block Conformance (Does not include shrinkage) $504.00/ea.
Modulus of Rupture, Brick $58.00/ea.
Moisture as Received, Brick $58.00/ea.
Saturation Coefficient Brick $58.00/ea.
Unit Weight & Absorption, Block $84.00/ea.
Efflorescence, Block or Brick Only $84.00/ea.
Linear Shrinkage $284.00/ea.
Masonry Core Shear Test $137.00/ea.
Roofing
Roofing Tile Absorption (Set of 5) $284.00/ea.
Roofing Tile Strength Test (Set of 5) $284.00/ea.
Soils
Soil Processing Fee (per sample) $23.00/ea.
Chloride Content of Soil $89.00/ea.
Consolidation (up to 9 loads) $310.00/ea.
Direct Shear (undisturbed ring specimens) $284.00/ea.
Direct Shear (remolded specimens) $331.00/ea.
Expansion Index $179.00/ea.
Proctor (per curve) - 4-inch mold $221.00/ea.
Proctor (per curve) - 6-inch mold $295.00/ea.
Rock Correction (if required) $79.00/ea.
Moisture Content / Dry Density $44.00/ea.
Organic Matter $84.00/ea.
Plasticity Index/Liquid Limit (Atterberg Limit) $168.00/ea.
R-value (minimum 3 points) $357.00/ea.
Resistivity & pH of Soil $189.00/ea.
Sand Equivalent $105.00/ea.
Sieve Analysis $140.00/ea.
Sieve Analysis, with Hydrometer $284.00/ea.
No. 200 Mesh Wash Particle Size Gradation $100.00/ea.
Sulfate Content of Soil $89.00/ea.
Thermal Resistivity of Soil (including 1 proctor curve) $1365.00/ea.
Concrete
Compression Test, 4x8 Cylinder $34.00/ea.
Compression Test, 6x12 Cylinder $36.00/ea.
Compression Test Gunite / Shotcrete, (3 Cores/Panel, Coring Included) $441.00/ea.
H. SCHEDULE OF HOURLY RATES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 25
LABORATORY FEE SCHEDULE (CONTINUED)
Compression Test, Core (incl sample prep) $84.00/ea.
Compression Test, Lightweight Concrete Fill $56.00/ea.
Compression Test, Non-shrink Grout Cubes $56.00/ea.
Concrete Flexural Test $100.00/ea.
Concrete Mix Design (revision or review) $394.00/ea.
Drying Shrinkage (3 specimens – 28 days) $394.00/ea.
Modulus of Elasticity, Static $284.00/ea.
Splitting Tensile Strength $110.00/ea.
Thermal Resistivity Testing of Concrete / FTB $509.00/ea.
Unit Weight, Lightweight Concrete Fill $84.00/ea.
GENERAL TERMS AND CONDITIONS
Testing Samples - There will be a 50% premium charge for “rush/priority” testing. This testing laboratory agrees to exercise reasonable care in obtaining, preserving and caring for the samples to be tested, but assumes no responsibility for damages, either direct or consequential, which arise or are alleged to arise from loss, damage or destruction of samples due to circumstances beyond this testing laboratory’s control.
Samples are discarded after testing unless requested otherwise in writing by the client.
Scheduling - A minimum of 24 hours’ notice is requested to schedule personnel.
Engineering Review/Report Preparation – Reasonable engineering and project management time will be included for scheduling, report review, and data evaluation.
Minimum Charges for Material Testing and Inspections – Hours will be charged upon arrival to jobsite, unless equipment from the laboratory is required, then hours will be charged portal to portal per Prevailing Wage requirements, as dictated by the Department of Industrial Relations (DIR). All rates are based upon a 4-hour minimum charge for assignments of up to 4 hours. Eight hours will be charged for work performed over 4 hours up to 8 hours. Work performed over 8 hours will be billed in one-hour increments. A 4-hour minimum will apply for unscheduled cancellations and inspection canceled after 3 p.m. the day prior to the inspection.
Per Diem and Travel Expenses – Actual Cost plus 10%
Overtime Rates – Work in excess of 8 hours in one day will be charged a premium of 1.5 times the quoted rates. Work over 40 hours in one week will be charged at 1.5 times the quoted rate. Work over 12 hours in one day or over 8 hours on the 7th consecutive day or worked holidays will be charged at 2.0 times quoted rates. NV5, Inc. observes the following holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day. Should a holiday fall on Saturday or Sunday, the closest previous or following regular work day will be observed for the holiday.
Mileage – Mileage will be charged at IRS Rate per mile.
Outside Services / Subcontractors – Cost plus 15% will be charged for any work not directly performed by NV5 or for any materials procured.
This Fee Schedule contains only the basic services performed by this office and is not a complete listing. Do not hesitate to call for a quotation or proposal if your service needs are not listed herein.
H. SCHEDULE OF HOURLY RATES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 26
ON-CALL PROJECTS
Pacific Resources Services has established the following rates for projects starting January 1, 2024, through December 31, 2024.
*Rates will remain fixed during the duration of the agreement.
All hourly costs are fully burdened. There are no additional costs (such as mileage, communication, etc.) to our client.
PACIFIC RESOURCES SERVICES
LABOR RATES FROM 1/1/2024 THROUGH 12/31/2024*
Staff Hourly Rate
Benjamin Ocasio Lead Labor Compliance Analyst $146.80
Evan Ocasio Labor Compliance Analyst $124.21
Monica Mendez Lead Site Visits $101.63
Morita Capili Office Support $79.05
11421 Lambert Avenue | El Monte, CA 91732
T: (626) 800 - 4006 | F: (626) 800 -4140
Email: [email protected]
1 | Page
ON-CALL PROJECTS
Pacific Resources Services has established the following rates for projects starting January 1, 2024, through December 31, 2024.
*Rates will remain fixed during the duration of the agreement.
All hourly costs are fully burdened. There are no additional costs (such as mileage, communication, etc.) to our client.
PACIFIC RESOURCES SERVICES
LABOR RATES FROM 1/1/2024 THROUGH 12/31/2024*
Staff Hourly Rate
Benjamin Ocasio Lead Labor Compliance Analyst $146.80
Evan Ocasio Labor Compliance Analyst $124.21
Monica Mendez Lead Site Visits $101.63
Morita Capili Office Support $79.05
NON-COLLUSION AFFIDAVIT
36 APPENDIX C
NON‐COLLUSION AFFIDAVIT
The undersigned declares states and certifies that:
1. This Proposal is not made in the interest of, or on behalf of any undisclosed person, partnership, company, association, organization or corporation. This Proposal is genuine and not collusive or sham.
2. I have not directly or indirectly induced or solicited any other Proposer to put in a false or sham proposal and I have not directly or indirectly colluded, conspired, connived, or agreed with any other Proposer or anyone else to put in sham proposal or to refrain from submitting to this RFP.
3. I have not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the proposal price or to fix any overhead, profit or cost element of the proposal price or to secure any advantage against the City of Pico Rivera or of anyone interested in the proposed contract.
4. All statements contained in the Proposal and related documents are true.
5. I have not directly or indirectly submitted the proposal price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay any fee to any person, corporation, partnership, company, association, organization, RFP depository, or to any member or agent thereof to effectuate a collusive or sham proposal.
6. I have not entered into any arrangement or agreement with any City of Pico Rivera public officer in connection with this proposal.
7. I understand collusive bidding is a violation of State and Federal law and can result in fines, prison sentences, and civil damage awards.
Signature of Authorized Representative
Name of Authorized Representative Title of Authorized Representative
Jeffrey M. Cooper, PE Senior Vice President
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 27
APPENDIX
RESUMES
Project Experience
Bastanchury Road Widening between Casa Loma Avenue and Eureka Avenue
CITY OF YORBA LINDA | YORBA LINDA, CA
Project/Construction Manager. Mr. Salgado is serving as the Project/ Construction Manager for the Bastanchury Road Widening project between Casa Loma Avenue and Eureka Avenue. Our team is providing construction management and inspection services, materials testing/special inspection, and labor compliance services for the project. The scope of work includes adding a second lane in each direction along with a two-way turn lane in the median; elevating portions of the roadway center line up to 6 feet; constructing retaining walls/structures; installation of traffic signals at the intersections of Bastanchury Road/Casa Loma Avenue and Bastanchury Road/Eureka Avenue; and installation of new bike lanes, a multipurpose trail, and sidewalk/parkway improvements with new irrigation and landscaping. NV5 is also providing on-site welding inspection of a water line.
Project considerations include coordination with an adjacent tract home development that is undergoing construction improvements; coordination with the Yorba Linda Water District; and coordination with utilities for relocations that will be made before the road widening.
Harbor Boulevard Widening
CITY OF COSTA MESA | COSTA MESA, CA
Construction Manager. Mr. Salgado managed this project to improve traffic operations along northbound Harbor Boulevard. The project included signal modifications at two intersections to accommodate the widening, construction of a new sidewalk, streetlight relocations, utility relocations and landscaping improvements on private property.
PETER SALGADO, PE
Project Manager/Construction Manager
With 25 years of experience, Mr. Salgado has managed and delivered a variety of public works projects, including street improvements, vertical construction and tenant improvements, parks and landscaping improvements, and water, sewer and storm drain improvements. Working with a variety of agencies, he is thoroughly familiar with local, state and federal procedures. In the course of project management, his specific duties include coordinating work of project staff, supervising construction managers and inspectors, managing design development and construction oversight, and much more.
CONTACT INFO
peter.salgado@nv5.
com
EXPERIENCE
25 years
EDUCATION
B.S. Civil Engineering
LICENSES
Civil Engineer (CA)
No. 63159
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 29 FY 2019-20 Street Improvements
CITY OF LA HABRA HEIGHTS | LA HABRA HEIGHTS, CA
Construction Manager. Mr. Salgado managed this annual street rehabilitation project for the City of La Habra Heights. The scope of work included street reconstruction and resurfacing (crack seal and type I & II slurry seal), installation of AC berms, drainage improvements, utility adjustments, and traffic signage and striping.
University Drive Widening
CITY OF IRVINE | IRVINE, CA
Project/Construction Manager. Mr. Salgado oversaw our construction management and inspection team for the University Drive Widening (from Campus Drive to MacArthur Boulevard) project, which included parkway improvements, street improvements, storm drain improvements, water improvements, and landscape and irrigation for the adjacent bike trail. Our services included bid management, construction management, daily inspection services, and project closeout. The project consisted of traffic control, unclassified excavation, unclassified fill, construction of PCC curb ramps, median curb, curb and gutter, sidewalk, crack sealing, uniform depth cold milling, asphalt base course, asphalt concrete surface course, adjusting utility manholes and valves to grade, installation of traffic signs, striping, pavement markings and raised pavement markers, installation of new traffic signals, traffic signal modifications, SCE coordination and installation of new street light infrastructure, storm drain installation, landscaping, irrigation system, and water quality BMPs.
Traffic Signal Improvements
CITY OF POMONA | POMONA, CA
Project/Construction Manager. Mr. Salgado is providing project and construction management for the federally funded Traffic Signal Improvements projects at Towne Avenue and Philadelphia Street, and at Garey Avenue and Philadelphia Street. The scope of work includes adding left turn phasing, controller/ equipment upgrades, conduit installations, temporary signals and all related work to complete the traffic signal modifications.
The Tracks at Brea – Segment No. 4
CITY OF BREA | BREA, CA
Construction Manager. Mr. Salgado managed this federally funded $3.5M trail improvements project.
Scope of work included contaminated soil remediation/removal, rough grading, construction of decomposed granite pedestrian path, construction of AC bike path, on-site and off-site utilities (water, sewer, and storm drain), lighting, landscaping, irrigation, and site furnishings.
Sea Country Senior and Community Center
CITY OF LAGUNA NIGUEL | LAGUNA NIGUEL, CA
Construction Manager. Mr. Salgado managed the renovation and expansion of the existing Sea County Senior and Community Center. Scope of work included 10,300 square feet of new construction and a 2,000-square-foot remodel with related foundation, plumbing and utilities improvements, as well as restriping the existing parking lot.
Golden Lantern Roadway Widening
CITY OF LAGUNA NIGUEL | LAGUNA NIGUEL, CA
Construction Manager. Mr. Salgado managed this 1.7-mile, $5.5M roadway improvements and widening project that required extensive utility coordination for the relocation and adjustment of several facilities, as well as coordination with surrounding schools to alleviate potential traffic impacts.
RESUMES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 30
RESUMES RESUMES
LUANNE BEAN, PE
QA/QC Manager/Construction Manager
Ms. Bean has more than 35 years of experience in the engineering, design, and construction of water and wastewater projects. As a Registered Civil Engineer and a former Class A General Engineering Contractor, Ms. Bean has seen construction from both sides of the fence. Her technical skills include specialized structural analysis and design of large 600-MGD water treatment plants, pipelines up to 12 feet in diameter, mechanical analysis, SCADA & I&C oversight and coordination, diesel generator design and AQMD permitting, the preparation of engineering plans, specifications and cost estimates, as well as construction management.
CONTACT INFO
luanne.bean@nv5.
com
EXPERIENCE
35 years
EDUCATION
M.S. Civil Engineering
B.S. Civil Engineering
LICENSES
Civil Engineer (CA)
No. 50129
Former Class A
General Engineering
Contractor
REGISTRATIONS
FEMA OPS - I
HAZMAT First
Responder/
Operations Level
DOT Offers of Bulk
and Non-Bulk HAZMAT
Packages
Nuclear Waste Safety
for Workers
Project Experience
Crowther Sanitary Sewer Pipeline Replacement
CITY OF PLACENTIA | PLACENTIA AND FULLERTON, CA
Construction Manager. Ms. Bean is overseeing the Construction Management and Inspection Services as the Construction Manager for this project, which includes replacement of approximately 7,400 LF of gravity sewer pipeline in Crowther Avenue, Placentia Avenue, and Orangethorpe Boulevard, located within the Cities of Placentia and Fullerton. The work involves installation of 15-inch, 18-inch, and 22-inch PVC and fused HDPE sewer pipeline and manholes. The work also includes reconnection into all of the existing gravity mains and service laterals with a terminus tie-in connection at the existing Orange County Sanitation District’s trunk line on State College Boulevard. The project, which includes an encasement crossing underneath the 57 freeway in Caltrans right-of-way, involves coordination with multiple agencies, including Caltrans, the Orange County Sanitation District, Golden State Water, Department of Health Services, the City of Fullerton, and other utility and governmental agencies. Working in high-traffic areas, as well as a jack-and-bore crossing underneath the Orange County Flood Control District’s flood control channel and a jackand-bore crossing underneath the BNSF railroad, and multiple crossings of Southern California Gas Co.’s high-pressure gas feeder, are among the project’s challenges. NV5 is also providing materials testing services for this project.
La Palma Avenue and Tustin Avenue Water Main Replacements CITY OF ANAHEIM | ANAHEIM, CA
Construction Manager. Ms. Bean is overseeing the Construction Management and Inspection Services as the Construction Manager for this project. The work to be undertaken consists of a bore and jack operation at La Palma Avenue Railroad Crossing for 151 LF of 12-inch ductile-iron carrier pipe within a 24-inch steel casing and 145 LF of 36-inch ductileiron carrier pipe within 48-inch steel casing. The work will also consist of a City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 31
RESUMES
bore and jack operation at Tustin Avenue Railroad Crossing for 141 LF of 12-inch ductile iron carrier pipe within a 24-inch steel casing. Due to OCTA’s plan to expand its railways along La Palma Avenue and Tustin Avenue, the project is required to protect the pipes and increase service reliability at the existing water main located at the crossings.
Lakewood Interconnect Phase II
LONG BEACH WATER DEPARTMENT | LONG BEACH, CA
Construction Manager/Resident Engineer. Ms. Bean oversaw our team that provided construction management and inspection services for the Long Beach Conjunctive Use Expansion Palo Verde Pipeline project. This project involved the replacement of approximately 50 feet of pipe for the interconnect, the construction of a shallow vault for a mag meter, and an aboveground cla-valve with insertion meters.
While cla-valve originally had a hydroelectric generator specified in the original plans and specifications, the generator was not large enough to power all the required devices. NV5 provided additional electrical and instrumentation design information to LBWD and the Contractor to provide a solar panel with battery backup that will completely power all the instrumentation devices, including the radio system, allowing communication back to LBWD’s SCADA Central.
Bankfield Sewage Pump Station
CITY OF CULVER CITY | CULVER CITY, CA
Project Manager/Construction Manager. Ms. Bean oversaw the construction management and inspection services for the construction of the Bankfield Sewer Pump Station adjacent to the Caltrans Right-of-Way. The new pump station receives diverted flows from two existing pump stations, and diverted flows from two more pump stations at a later date. The new pump station has a 10-foot-by-20-foot sewer wet well that is 35 feet deep, constructed in groundwater with a discharge permit to the City of L.A. Sewer Interceptor since the water was contaminated and RWQCB would not issue a permit to discharge to storm drain. There are two submersible pumps, a flow meter vault, a valve vault, a bypass vault for the two force mains, an emergency diesel-fueled backup electrical generator, and complete SCADA systems.
NV5 assisted with the final design and implementation of the emergency diesel generator as well as pipeline redesign for the sewer force main, including the AQMD permitting, as the original plans did not accommodate a generator. There is also a 25-foot-by-20-foot building to house instrumentation and SCADA systems, a bathroom and electrical components. This project is an American Public Works Association BEST Awards winner.
Diversion Pipeline
CITY OF CULVER CITY | CULVER CITY, CA
Project Manager/Construction Manager. Ms. Bean oversaw the construction management, inspection and engineering services for the construction of sewer main diversion pipes reversing sewer flow via conventional cut and cover as well as trenchless jack and bore methods to abandon Mesmer and Overland Sewer Pump Stations. This also involved extensive permits and coordination with Caltrans, the City of Los Angeles, and the City of Culver City for these jack and bore pipelines underneath the I-405 and Route 90.
The goal of the project was to divert flows from four of the City’s sewer pump stations to a new sewage pump station, Bankfield Station, which is another project in which NV5 provided construction management and inspection services during construction.
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 32
RESUMES
Project Experience
Bastanchury Road Widening
CITY OF YORBA LINDA | YORBA LINDA, CA
Assistant Construction Manager. Mr. Daly is assisting with construction management services on the Bastanchury Road Widening project between Casa Loma Avenue and Eureka Avenue. The scope of work includes adding a second lane in each direction along with a two-way turn lane in the median; elevating portions of the roadway center line up to 6 feet; constructing retaining walls/structures; installation of traffic signals at the intersections of Bastanchury Road/Casa Loma Avenue and Bastanchury Road/Eureka Avenue; and installation of new bike lanes, a multipurpose trail, and sidewalk/parkway improvements with new irrigation and landscaping. NV5 is also providing on-site welding inspection of a water line.
Project considerations include coordination with an adjacent tract home development that is undergoing construction improvements; coordination with the Yorba Linda Water District; and coordination with utilities for relocations that will be made before the road widening.
Hambledon Avenue East and West Improvements
LOS ANGELES COUNTY PUBLIC WORKS | SOUTH SAN JOSE HILLS, CA Project Director. The primary objective of these two projects (Hambledon Avenue East and Hambledon Avenue West) was to preserve 6.1 miles and 5.5 miles of residential roads in the South San Jose Hills community of unincorporated Los Angeles County. The projects included pavement prep work, parkway improvements, curb ramp upgrades, and pavement preservation. The scope of work included: micro-milling to improve road rideability; scrub seal to seal cracks; and microsurfacing/slurry seal to preserve the pavement and provide a smoother, more finished driving surface. The preservation is estimated to extend the pavement life for an additional 6 to 8 years. To better care for the environment, all aggregates (tiny rocks) used come from recycled pavement. All missing sidewalks were assessed and constructed when feasible. Needed repair works for existing sidewalk, curb, and gutter repair as well as installation of curb ramps to meet ADA were also performed.
JIM DALY, PE
Construction Manager
Mr. Daly has more than 37 years of experience managing both horizontal and vertical capital improvement projects for Los Angeles County. As Assistant Deputy Director — Road Maintenance, Mr. Daly managed approximately 500 employees responsible for the maintenance and repair of roadways, sidewalks, and parkway trees. He has experience managing myriad projects for various departments, including Parks and Recreation, Beaches and Harbors, and Public Library departments, and has managed and designed numerous flood control facilities, including storm drains, debris basins and pump plants.
CONTACT INFO
[email protected]
EXPERIENCE
37 years
EDUCATION
B.S. Civil Engineering
LICENSES/
CERTIFICATES
Civil Engineer (CA)
No. 45612
AFFILIATIONS
American Public
Works Association
American Society of
Civil Engineers
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 33
RESUMES
Bartolo Storm Drain and Pump Plant
LOS ANGELES COUNTY PUBLIC WORKS | PICO RIVERA, CA
Project Manager. Mr. Daly managed this multi-million-dollar storm drain and pump station project in the City of Pico Rivera. The goal of the project was to alleviate flooding along major streets and throughout the local community during major storms. His responsibilities included coordinating the City’s review and approval, obtaining environmental approvals, preparing financial agreements between the County and the City, managing project schedules, and conducting local community meetings to discuss construction impacts.
Todd Avenue Storm Drain Improvements
LOS ANGELES COUNTY PUBLIC WORKS | AZUSA, CA
Project Manager. Mr. Daly managed this storm drain improvement project. The goal of the project was to alleviate flooding along Foothill Boulevard in the City of Azusa along a major commercial and commuting corridor. His responsibilities included coordinating the City’s review and approval, obtaining environmental approvals, preparing financial agreements between the County and the City, managing project schedules, and conducting local community meetings to discuss construction impacts.
Teresa and Delta Avenue Improvements
LOS ANGELES COUNTY PUBLIC WORKS | SOUTH SAN GABRIEL, CA Project Director. The primary objective of this project was to preserve 11.7 miles of residential roads in the South San Gabriel community of unincorporated Los Angeles County. The project included: pavement prep work; parkway improvements; curb ramps upgrades; and pavement preservation. The proposed work included micro-milling to improve road ride-ability; scrub seal to seal cracks; and slurry seal to preserve the pavement and provide a smoother, more finished driving surface. The preservation is estimated to extend the pavement life for an additional 6 to 8 years. To better care for the environment, all aggregates (tiny rocks) used come from recycled pavement. Needed sidewalk, curb, and gutter repair as well as installation of curb ramps were also performed.
Arrowdale Storm Drain Improvements
LOS ANGELES COUNTY PUBLIC WORKS | IRWINDALE, CA
Project Manager. Mr. Daly managed this storm drain improvement project in the City of Irwindale. The goal of the project was to alleviate flooding along Arrow Highway and Irwindale Avenue. His responsibilities included coordinating the City’s review and approval, obtaining environmental approvals, preparing financial agreements between the County and the City, managing project schedules, and conducting local community meetings to discuss construction impacts.
Florence Avenue Streetscape Improvements
LOS ANGELES COUNTY PUBLIC WORKS
The project included modification of sidewalk and intersection improvements to add trees, crosswalk and sidewalk furniture from Alameda Avenue to Central Avenue in the Florence/Firestone Community in Los Angeles County.
East L.A. Civic Center Improvements
LOS ANGELES COUNTY PUBLIC WORKS
The project included modification of the fishing lake, picnic areas and outdoor stage to include ADA access and improve facilities. The project also included refurbishment of the former library to provide a one-stop office for residents. Improvements included additional parking, artwork and redesigned outdoor spaces.
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 34
RESUMES
Project Experience
Rural Ridge Circle and Wilshire Avenue Water Main Replacement CITY OF ANAHEIM PUBLIC UTILITIES DEPARTMENT | ANAHEIM, CA Resident Engineer. Ms. Woodruff is serving as the Resident Engineer for this water main replacement project. The work to be undertaken consists of two water main improvement areas: the Rural Ridge area for 4,230 LF and the Wilshire-Pearl area for 2,750 LF of 8-inch to 15-inch potable water main (PVC pipe and Ductile-Iron pipe), tie-ins to the existing potable water system, 142 one- and two-inch water services and meters, existing main abandonment, and final street restoration. NV5 is providing full Construction Management, Resident Engineering, and Inspection Services for this project including coordination with the City, shop drawing and RFI review, change order analysis, and scheduling management.
Cerritos Avenue & South Street Water Main Replacement
CITY OF ANAHEIM | ANAHEIM, CA
Assistant Engineer. Ms. Woodruff is part of the team providing engineering design services for the preparation of plans, specifications and cost estimates for the installation of new water mains at Cerritos Avenue and South Street. The project includes replacing existing 10-inch Cast Iron Pipe (CIP) and 6-inch Asbestos-Cement Pipe (ACP) with approximately 2,700 LF of new 12-inch Ductile Iron Pipe (DIP) from Brookhurst Street to Nutwood Street with four tie-in connections to existing water mains; replacing existing 8-inch CIP with approximately 350 LF of new 12-inch DIP from Disneyland Drive to Hazelwood Street with three tie-in connections to existing water mains; installing nine 12-inch gate valves and four fire hydrant assemblies on the new 12-inch mains; disconnecting and removing four hydrants on the existing mains; and replacing all existing lateral domestic water services on the existing 8- and 10-inch CIP and 6-inch ACP with new services on the 12-inch DIP.
CONTACT INFO
india.woodruff@nv5.
com
EXPERIENCE
6 years
EDUCATION
M.S. Civil Engineering
(Coastal Engineering)
B.S. Civil Engineering
LICENSES/
CERTIFICATES
Metrolink Railroad
Safety Contractor
Safety Trained, No.
26471E22
AWARDS
“Honors” AGC
Construction Project
Management
Course, San Diego,
CA (January 2021)
Ralph Alan Dusseau
Award for Civil &
Environmental
Engineering,
Glasboro, N.J. (May
2016)
INDIA WOODRUFF
Construction Manager
Ms. Woodruff is a proactive, self-motivated Assistant Construction Manager/ Resident Engineer who has managed at-risk projects throughout Southern California. She is experienced in Microsoft Office, Procore, Primavera P6, Microsoft Projects, AutoCad, and Revu Bluebeam. Her solid negotiation and communication skills along with proven project management skills allow her to effectively interact with clients as well as construction trades.
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 35 Drilling & Equipping of New Water Wells North Long Beach 13 & North Long Beach 14 LONG BEACH UTILITIES DEPARTMENT | LONG BEACH, CA
Assistant Construction Manager. As a subconsultant to Wood Rodgers, NV5 is providing Construction Management and Inspection Services for the drilling and equipping of two separate potable water supply wells, Wells North Long Beach 13 & 14, with a design capacity of 2,500 gallons per minute. Located within a City Park, the project requires coordination with residents and management of unhoused individuals. Final well design includes two separate wells housed within a CMU building, with a submersible turbine pump and motor, electrical and SCADA equipment, above and below grade piping, valving and appurtenances, electrical, instrumentation and control, connection to existing water distribution system, testing and disinfection, and site restoration.
Crowther Sanitary Sewer Pipeline Replacement
CITY OF PLACENTIA | PLACENTIA AND FULLERTON, CA
Assistant Construction Manager. Ms. Woodruff is serving as Assistant Construction Manager for this project, which includes replacement of approximately 7,400 LF of gravity sewer pipeline in Crowther Avenue, Placentia Avenue, and Orangethorpe Boulevard, located within the Cities of Placentia and Fullerton. The work involves installation of 15-inch, 18-inch, and 22-inch PVC and fused HDPE sewer pipeline and manholes. NV5 has spearheaded the required coordination to Public Health Department and Golden State Water Company for those areas where the water/sewer separation cannot be met for variances with alternate construction of the sewer pipeline. The work also includes reconnection into all of the existing gravity mains and service laterals with a terminus tie-in connection at the existing Orange County Sanitation District’s trunk line on State College Boulevard. The project — which includes a jack and bore encasement crossing underneath the 57 freeway, BNSF ROW, in Caltrans right-of-way — involves coordination with multiple agencies, including Caltrans, the Orange County Sanitation District, Golden State Water, Department of Health Services, the City of Fullerton, and other utility and governmental agencies. Working in high-traffic areas, as well as a jack-and-bore crossing underneath the Orange County Flood Control District’s flood control channel and a jack-and-bore crossing underneath the BNSF railroad, and multiple crossings of Southern California Gas Co.’s high-pressure gas feeder, are among the project’s challenges. NV5 is providing Construction Management, Inspection and Materials Testing Services for this project.
Bankfield Sewage Pump Station
CITY OF CULVER CITY | CULVER CITY, CA
Assistant Project Manager (Construction). As the General Contractor, Ms. Woodruff served as the Assistant Project Manager for the construction of the Bankfield Sewage Lift Station. This included creating the schedule and coordinating all work on site for the construction of the new lift station that receives diverted flows from two existing pump stations and potentially two additional pump stations at a later date. Construction included a new 10-foot-by-20-foot sewer wet well 35-feet deep constructed within the groundwater, meter vaults, and gravity mains with manholes. Additionally, the new lift station included new submersible pumps, backup system, over 4,000 feet of 28-foot-deep VCP force mains and mechanicals, HVAC systems, manholes, electrical equipment, a new generator and procuring an AQMD permit, PLC, MCC/VFDs, ATS to communicate with the new SCADA system, perimeter wall and landscaping for beautification, including gates and gate operators, electrical building, ATS, appurtenances, AC paving and grading. Ms. Woodruff coordinated with City officials, residences in the area, and managed all subcontractors and field crew for the construction of this project. Ms. Woodruff was responsible for all progress payments, scheduling, change orders, and RFIs on this project. This project is an American Public Works Association BEST Awards winner.
RESUMES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 36 Project Experience
Copper Hill Drive Bridge Widening
CITY OF SANTA CLARITA | SANTA CLARITA, CA
Construction Manager. Mr. Dipsia is providing construction oversight and inspection services for the $9.3M Copper Hill Drive Bridge Widening over San Francisquito Creek project between McBean Parkway and Avenida Rancho Tesoro. Proposed improvements include widening the north side of the existing bridge by 33 feet to allow the new widened bridge to have 3 lanes and a small shoulder for each of east and west directions, extending the south sidewalk to 12 feet wide, adding a new 5 foot wide sidewalk to the north side, constructing a new raised median landscape island of varying width between McBean Parkway and Avenida Rancho Tesoro, and constructing new approach slabs on both the east and west side of the bridge. The project scope also includes a number of associated street and public improvements, including: multi-use Class I trail connections; traffic signal, signing & striping; installation of storm drain and drainage devices; and street lights.
PCH Signal and Median Improvements
CITY OF MALIBU | MALIBU, CA
Construction Manager. Mr. Dipsia is providing on-call construction management support services to the City of Malibu for two highway projects: Signal System Improvements from Topanga Canyon Boulevard (SR-27) to John Tyler Drive, and Median Improvements from Webb Way to Puerco Canyon Road (north of John Tyler Drive). The Signal Improvements project is needed to minimize traffic incidents and will facilitate signal timing adjustment and streamline monitoring from a remote facility (Caltrans Los Angeles Transportation Management Center “TMC”) to enable Caltrans to monitor traffic flow and regulate all intersection incident management. This project also includes curb ramp upgrades in some areas.
The existing arterial traffic signals are to be upgraded and connected to Caltrans’ District 7 – TMC and the City of Malibu Traffic Operations Center Mr. Dipsia has more than 34 years of experience in the construction of numerous multi-million dollar highway and bridge projects. He has served as the Structure Representative/Associate Bridge Engineer, Resident Engineer, Construction Manager, Senior Construction Engineer/Branch Chief for Caltrans District 7. He has extensive knowledge and understanding of transportation and highway projects, Caltrans standard plans and specifications, project delivery and policies and procedures, as well as the importance of timely response to Contractor RFIs, review of Contractor’s CPM base line submittals and monthly updates.
CONTACT INFO
michael.dipsia@nv5.
com
EXPERIENCE
34 years
EDUCATION
M.S. Civil Engineering
(emphasis on
Construction
Management)
LICENSES/
CERTIFICATES
Civil Engineer (CA)
C45639
Qualified SWPPP
Developer/
Practitioner, No.
22556
Caltrans Certified
Resident Engineer
TRAINING
Advance Construction
Contracts, Advance
Project Management
I and II (Metro,
Caltrans, CSU
Northridge)
MICHAEL DIPSIA, PE, QSD
Construction Manager
RESUMES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 37
RESUMES
(TOC). The needed safety upgrade will include the installation of Intelligent Transportation System (ITS) devices, such as closed-circuit television (CCTV) cameras, a queue detection system, dedicated short-range communication (DSRC), and changeable message signs (CMS). The Median Improvements project south of Puerco Canyon is to reconstruct the existing median island for approximately 2 miles between Webb Way and Puerco Canyon Road. This proposed project includes constructing new median curbs with a stamped concrete median. This project will also add bike refuge lanes at the intersections.
U.S. 101 Highway and Bridge Widening
CALTRANS DISTRICT 7 | LOS ANGELES, CA
Caltrans Structure Representative. Highway and bridge widening that included several retaining walls, sound walls and the installation of new sign structures on U.S. 101, PM 17.9 to 19.5 from Vineland Avenue to North of Tujunga Avenue UC Bridge widening included Laurel Canyon UC, Tujunga Avenue UC, Whitsett Avenue, Coldwater Canyon and Woodman Avenue.
4th Street Overcrossing
CALTRANS DISTRICT 7 | LOS ANGELES, CA
Caltrans Structures Representative. The project retrofitted the 4th Street overcrossing in downtown L.A. and 10/5/101 freeway interchange. This is a major steel superstructure overcrossing with intensive retrofit work from foundation to superstructure, including major welding work. Work involved bridge seat extensions, hinge retrofit, foundation retrofit, and column steel jackets.
I-405 Bridge Widening
CALTRANS DISTRICT 7
Caltrans Structure Representative. Bridge widening of Interstate 405 in Long Beach at Studebaker Side Hill Viaduct, Los Cerritos Channel Bridge, Nipomo Avenue Viaduct, Atherton Street UC, and six retaining/ sound walls constructed within the vicinity.
I-405 Bridge Retrofit
CALTRANS DISTRICT 7 | LOS ANGELES, CA
Caltrans Structure Representative. Bridge retrofit of Interstate 405, PM 13.3, 29.9 at Exposition Boulevard OH. Vermont Avenue work involved steel jackets and hinge retrofit.
SR-91/SR-710 Bridge Retrofit
CALTRANS DISTRICT 7 | LONG BEACH, CA
Caltrans Structure Representative. Work included a bridge retrofit for 91/710 freeway separation in Long Beach. Work included cables, column steel jackets, foundation retrofit, and bent cap retrofit.
I-10 Widening
CALTRANS DISTRICT 7 | POMONA, CA
Caltrans Structure Representative. Widening of 6-mile stretch of Interstate 10 in the City of Pomona from the 10, 57 and 210 freeway separation to the San Bernardino County line. Six-mile-long widening of Interstate 10 with work that included the widening of six structures (San Antonio Avenue UC, Towne Avenue UC, Garey Avenue UC, Park Avenue UC, White Avenue UC, and Indian Hill Avenue UC) and construction of more than 100 sound walls, soil nails, retaining walls and sculpture walls. Project cost: $170M (EA 1224U4). White Avenue UC, Indian Hill Avenue UC, Park Avenue UC and San Antonio Avenue UC were all built above grade and lowered into position. Mr. Dipsia was awarded as Structure Representative of the Year by the Division of Structure Construction for his exceptional performance on this large-scale project.
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 38
RESUMES
Project Experience
Bastanchury Road Widening between Casa Loma Avenue and Eureka Avenue
CITY OF YORBA LINDA | YORBA LINDA, CA
Construction Inspector. Mr. Smith is providing construction inspection services for the Bastanchury Road Widening project between Casa Loma Avenue and Eureka Avenue. The scope of work includes adding a second lane in each direction along with a two-way turn lane in the median; elevating portions of the roadway center line up to 6 feet; constructing retaining walls/structures; installation of traffic signals at the intersections of Bastanchury Road/Casa Loma Avenue and Bastanchury Road/Eureka Avenue; and installation of new bike lanes, a multipurpose trail, and sidewalk/parkway improvements with new irrigation and landscaping.
NV5 is also providing on-site welding inspection of a water line. Project considerations include coordination with an adjacent tract home development that is undergoing construction improvements; coordination with the Yorba Linda Water District; and coordination with utilities for relocations that will be made before the road widening. Our team is also providing construction management and inspection services, materials testing/special inspection, and labor compliance services for the project.
FY 2020-21 Street Improvements
CITY OF LA HABRA HEIGHTS | LA HABRA HEIGHTS, CA
Construction Inspector. Mr. Smith provided construction inspection services for the City’s FY 2020-21 Street Improvements project. The scope of work included street reconstruction and resurfacing, installation of AC berms, removal and construction of curb and gutter, utility adjustments, and traffic signage and striping. NV5 also provided geotechnical/materials testing services for this project.
MIKE SMITH
Construction Inspector
Mr. Smith has more than 30 years of experience in public works, with a particular expertise in water, wastewater, and street projects. Mr. Smith’s responsibilities include site observation and construction quality assurance and control, assuring general site safety, preparing daily reports, photo documentation, monitoring SWPPP and BMP implementation, providing daily updates to the City and tracking quantities. He is also well versed with State health services requirements on water system disinfection, flushing, bacteria testing and water main tie-in procedures.
CONTACT INFO
[email protected]
EXPERIENCE
30 years
EDUCATION
A.A. Public Works
A.A. General Education
CERTIFICATES
Water Distribution
Operator, Grade D4,
State Water Resources
Control Board (CDHS)
Water Treatment
Operator, Grade T1,
State Water Resources
Control Board (CDHS)
Collection System
Maintenance, Grade 2,
California Water
Environment Association
(CWEA)
Public Works
Construction Inspection
Certificate (Santiago
Canyon College)
Public Works Certificate
(Santa Ana College)
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 39
RESUMES
Rural Ridge Circle and Wilshire Avenue Water Main Replacement CITY OF ANAHEIM | ANAHEIM, CA
Construction Inspector. Mr. Smith provided construction inspection services for this water main replacement project. The scope of work consists of two water main improvement areas: the Rural Ridge area and Wilshire-Pearl area. The Rural Ridge improvement area includes installation of a 12-inch PVC pipe (1,560 LF) , an 8-inch PVC pipe (1,820 LF), an 8-inch PVC pipe (480 LF), and a 6-inch PVC pipe (370 LF).
The Wilshire-Pearl improvement area includes installation of 12-inch Ductile-Iron pipe (1915 LF) and 8-inch Ductile-Iron pipe (825 LF).
On-Call Construction Inspection Services for Water and Sewer CITY OF SAN JUAN CAPISTRANO | SAN JUAN CAPISTRANO, CA
Construction Inspector. Mr. Smith provided on-call inspection services of the City’s water and sewer projects.
On-Call Inspection Services
CITY OF SEAL BEACH | SEAL BEACH, CA
Construction Inspector. Mr. Smith provided on-call inspection services of both CIP and developer projects for the City. His responsibilities included documenting and determining the acceptability of the construction work in accordance with the City’s approved plans, specifications, and standard details.
Hacienda Road Remedial Grading and Street Improvements
CITY OF LA HABRA HEIGHTS | LA HABRA HEIGHTS, CA
Construction Inspector. Mr. Smith is providing construction inspection services for the Hacienda Road Remedial Grading and Street Improvement Project. The project includes construction of new PCC drainage gutter and headwall, AC berm and AC paving.
Public Works Inspector (Staff Augmentation)
CITY OF YORBA LINDA | YORBA LINDA, CA
Construction Inspector. Mr. Smith is providing full-time construction inspection services for various street, sewer, and water improvement projects for the City. He also provides developer fee and encroachment permit inspections in the public Right-of-Way.
Public Works Inspector
CITY OF SAN JUAN CAPISTRANO | SAN JUAN CAPISTRANO, CA
Construction Inspector. Mr. Smith provided construction inspection services to the City for more than 30 years. He has inspected various public works projects including street, water and sewer improvements.
He also provided water and sewer line mark outs for Underground Service Alert; performed developer fee and encroachment permit inspections in the Public Right-of-Way; performed supplemental water and sewer system plan check services; and, has acted as project manager for various water and sewer system construction projects. Notable projects included:
•Del Obispo Street/Bridge Widening over Trabuco Creek: Mr. Smith provided construction inspection services for the $7M CIP street widening project that included adding a lane across the 200-foot bridge and relocating a water main and dry utilities.
•Del Obispo Street Widening: Mr. Smith provided inspection services for the City’s Public Works for the $1.7M CIP street widening of Del Obispo. Project included construction of an additional lane to eliminate traffic congestion; the relocation of water and sewer (abandonment of 300 feet of 10-inch ACP water main and relocated it using C900 PVC pipe); the installation of new fiber optic cables for MCI/Verizon; and construction of concrete sidewalks.
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 40
RESUMES
Project Experience
Rural Ridge Circle and Wilshire Avenue Water Main Replacement CITY OF ANAHEIM | ANAHEIM, CA
Construction Inspector. Mr. Sanchez provided construction inspection services for this water main replacement and street improvements project.
The work consisted of two water main improvement areas: the Rural Ridge area for 4,230 LF and the Wilshire-Pearl area for 2,750 LF of 8-inch to 15-inch potable water main, tie-ins to the existing potable water system, 142 1- and 2-inch water services and meters, existing main abandonment, and final street restoration. NV5 provided full Construction Management, Resident Engineering, and Inspection Services for this project, including coordination with the City, shop drawing and RFI review, change order analysis, and scheduling management.
La Palma Avenue and Tustin Avenue Water Main Replacement at OCTA Railway Crossing
CITY OF ANAHEIM | ANAHEIM, CA
Construction Inspector. Mr. Sanchez is providing Construction Inspection Services for the City’s La Palma Avenue and Tustin Avenue Water Main Replacement at OCTA Railway Crossing project. Metrolink with the Orange County Transportation Authority is expanding the Anaheim Canyon Metrolink Station, which includes the addition of a train track crossing at both La Palma Avenue and Tustin Avenue. The water main replacement project involves bore and jack installation of two new water mains underneath the OCTA railroad track in La Palma Avenue and Tustin Avenue, followed by the abandonment of the existing water mains that will now be too shallow and are not adequately reinforced to carry the load underneath the proposed train track. The project includes close coordination with the City, OCTA, Metrolink, Southern California Regional Rail Authority (SCRRA), among other agencies.
Pressure Regulating Stations (PRS) Rehabilitation/Replacement CITY OF ANAHEIM PUBLIC UTILITIES DEPARTMENT | ANAHEIM, CA Construction Inspector. Mr. Sanchez provided construction inspection services for the Anaheim Public Utilities Department’s pressure regulating
SALVADOR SANCHEZ
Construction Inspector
Mr. Sanchez is adept at managing and delivering a variety of public works projects, including water, sewer, and storm drain improvements. His skills in the development of project control procedures and methodologies for cost and schedule control have been implemented on several large-scale projects. Mr. Sanchez has accrued more than 30 years of public works experience, demonstrating his expertise in a range of responsibilities, including six years with the City of Riverside, nine years with the City of Pico Rivera and 14 years with the City of Glendale Water Department.
CONTACT INFO
salvador.sanchez
@nv5.com
EXPERIENCE
30 years
LICENSES/
CERTIFICATES
Water Utilities
Sciences Certificate
Metrolink Railroad
Safety Contractor
Safety Trained, No.
26481E22
CA Water Distribution
Operator, D5 No.
08546
CA Water Treatment
Operator, T4 No.
16793
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 41
RESUMES
stations rehabilitation/replacement project. The City replaced or relocated five pressure-regulating stations throughout the City. Mr. Sanchez’s responsibilities included observing water main shutdowns coordinated by APU staff, assuring traffic control plans were set up per the approved plans, observing materials sampling and testing services, preparing daily activities reports, and attending biweekly construction progress meetings.
Lakewood Interconnect Phase II
LONG BEACH WATER DEPARTMENT | LONG BEACH, CA
Inspector. Mr. Sanchez provided inspection services for the Long Beach Conjunctive Use Expansion Palo Verde Pipeline project. The project involved the replacement of approximately 50 feet of pipe for the interconnect, the construction of a shallow vault for a mag meter, and an aboveground cla-valve with insertion meters. While the cla-valve originally had a hydroelectric generator specified in the original plans and specifications, the generator was not large enough to power all of the required devices. NV5 provided additional electrical and instrumentation design information to the LBWD and the Contractor to provide a solar panel with battery backup that completely powers all the instrumentation devices, including the radio system, allowing communication back to LBWD’s SCADA Central.
University Drive Widening (Campus Drive to MacArthur Boulevard) CITY OF IRVINE | IRVINE, CA
Construction Inspector. Mr. Sanchez provided construction inspection services for the $16M University Drive Widening project, which included parkway improvements, street improvements, storm drain improvements, water improvements, and landscape and irrigation for the adjacent bike trail. The project consisted of traffic control, unclassified excavation, unclassified fill, construction of PCC curb ramps, median curb, curb and gutter, sidewalk, crack sealing, uniform depth cold milling, asphalt base course, asphalt concrete surface course, adjusting utility manholes and valves to grade, installation of traffic signs, striping, pavement markings, and raised pavement markers, installation of new traffic signals, traffic signal modifications, SCE coordination and installation of new streetlight infrastructure, storm drain installation, landscaping, irrigation system, and water quality BMPs.
On-Call Inspection Services
CITY OF BELLFLOWER | BELLFLOWER, CA
Construction Inspector. Mr. Sanchez provided construction inspection services as part of an On-Call Inspection Services contract with the City for various capital improvement projects and encroachment permits throughout the City.
Bankfield Sewage Pump Station
CITY OF CULVER CITY | CULVER CITY, CA
Construction Inspector. Mr. Sanchez provided inspection services for the construction of the Bankfield Sewer Pump Station adjacent to the Caltrans Right-of-Way. The new pump station receives diverted flows from two existing pump stations, and diverted flows from two more pump stations at a later date. The new pump station has a 10-foot-by-20-foot sewer wet well that is 35 feet deep, constructed in groundwater with a discharge permit to the City of L.A. Sewer Interceptor since the water was contaminated and RWQCB would not issue a permit to discharge to storm drain. There are two submersible pumps, a flow meter vault, a valve vault, a bypass vault for the two force mains, an emergency diesel-fueled backup electrical generator, and complete SCADA systems. NV5 assisted with the final design and implementation of the emergency diesel generator as well as pipeline redesign for the sewer force main, including the AQMD permitting, as the original plans did not accommodate a generator. There is also a 25-foot-by-20-foot building to house instrumentation and SCADA systems, a bathroom and electrical components. This project is an American Public Works Association BEST Awards winner.
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 42
RESUMES
Project Experience
Water Inspection Services (Staff Augmentation)
CITY OF ANAHEIM PUBLIC UTILITIES DEPARTMENT | ANAHEIM, CA Construction Inspector. Mr. Ruvalcaba is providing full-time construction inspection services of Capital Improvement Projects for the Anaheim Public Utilities Department. His responsibilities include construction support services for potable water projects, including water pipeline and facility improvements.
Pressure Regulating Stations (PRS) Rehabilitation/Replacement CITY OF ANAHEIM PUBLIC UTILITIES DEPARTMENT | ANAHEIM, CA Construction Inspector. Mr. Ruvalcaba provided construction inspection services for the Anaheim Public Utilities Department’s pressure regulating stations rehabilitation/replacement project. The City replaced or relocated five pressure-regulating stations throughout the City. Responsibilities included observing water main shutdowns coordinated by APU staff, assuring traffic control plans were set up per the approved plans, observing materials sampling and testing services, preparing daily activities reports, and attending biweekly construction progress meetings.
Public Works Construction Inspector
CITY OF CORONA | CORONA, CA
Construction Inspector. Mr. Ruvalcaba inspected a variety of public works and public utilities construction and maintenance projects for the City.
Projects included sidewalks, concrete structures, driveways, water main and service installations, sewer main and lateral installations, lift stations, pump stations, curbs and gutters, retaining walls, earthwork, street excavation and patchwork, drainage facilities, storm drains, landscape irrigation, traffic
ROSARIO RUVALCABA
Construction Inspector
Mr. Ruvalcaba has more than 35 years of experience in inspection of public works, public utilities construction, and maintenance projects. His vast construction inspection experience includes water lines, water mains, recycled water lines, sewer mains and lateral installations, catch basins, storm drains, and drainage facilities. He has inspected numerous roadway/ street improvement projects, including sidewalks, drive approaches, ADA ramps, street excavations, asphalt concrete street paving and slurry seal coating, and verifying correct street sections by checking grades and elevations. Mr. Ruvalcaba was a Public Works Inspector for the City of Corona for more than 30 years and is adept at managing public concerns in the field and resolving issues quickly. He is experienced at working with multiple stakeholders, verifying compliance with contract standards and specifications, state laws, local ordinances, and Best Management Practices (BMP). In addition, Mr. Ruvalcaba is fluent in Spanish.
CONTACT INFO
rosario.ruvalcaba
@nv5.com
EXPERIENCE
35 years
LICENSES/
CERTIFICATES
CA Water Distribution
Operator, Grade III
Construction
Inspection of Traffic
Signals and Highway
Lighting Systems
certificate (UC Berkley
Extension)
Construction Site
Storm Management
Course Certificate
(AEI-CASC)
APWA Construction
Inspection Workshop
Fall Protection
Certificate
Trenching and Shoring
Safety Certificate
Traffic Control
Certificate
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 43
RESUMES
signal installations, underground conduit installations, street painting, street and traffic sign installations, and others to assure construction and materials comply with contract standards and specifications, state laws, local ordinances and proper construction practices. Mr. Ruvalcaba’s responsibilities included:
•Inspected public works and public utilities construction and maintenance projects to assure compliance with safety regulations and construction codes •Inspected potable and non-potable water systems (with a Grade D3 Certificate through the State of California), and sanitary sewer systems, including installation, testing, maintenance and repair •Inspected stormwater drainage systems and year-round protections, including compliance with NPDES standards
•Inspected concrete street improvements, including sidewalks, drive approaches, wheelchair ramps, block walls, and other elements; inspected asphalt concrete street paving and slurry seal coating; assured correct street sections by checking grades and elevations •Observed earthwork grading, slope construction, earthen berms and surface drainage; reviewed soils compaction reports and grading certificates
•Inspected all aspects of traffic control setups and maintenance for conformance with codes, specifications and safety practices
•Inspected underground dry utility systems
•Responded to citizen complaints and requests for information, including from the general public, developers, contractors and utility representatives
•Interpreted construction plans and specifications; prepared and made recommendations on change orders; conferred with City engineering staff on design problems encountered in the field; prepared cost estimates
•Performed final inspection of construction projects for field acceptance; prepared list of required corrections prior to field acceptance or final bond exoneration; issued certificates of occupancy •Maintained necessary records of daily operations, including daily project reports, time reports and vehicle reports
•Reviewed as-built drawings for public works facilities and utility projects •During natural disasters, investigated complaints regarding the failure of public works and public utilities systems and facilities, such as broken water and sewer mains and services, gas leaks, roadway and decking problems, and other hazards
Construction Inspector
SOUTHERN CALIFORNIA
Construction Inspector. Mr. Ruvalcaba provided construction inspection services for multiple clients throughout Southern California as an as-needed consultant inspector. His projects included:
•Water inspection services for the Elsinore Valley Municipal Water District. Mr. Ruvalcaba provided inspection for the District’s water mains rehabilitation and replacement projects, fire hydrant services, and 1-inch and 2-inch water line replacement and rehabilitation projects. •Water inspection services for the City of Santa Clarita Water Division. Mr. Ruvalcaba inspected 24-inch DIP on potable and reclaimed water mains and fire hydrants, and blow-off water services throughout the City.
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 44
RESUMES
Project Experience
Bellflower Boulevard Rehabilitation
CITY OF BELLFLOWER | BELLFLOWER, CA
Construction Inspector. Mr. Ledyard is providing construction inspection services for the federally funded Bellflower Boulevard Rehabilitation project from Artesia Boulevard to South City Limit. The scope of work includes reconstruction and resurfacing of existing asphalt pavement; removal and reconstruction of PCC sidewalks, driveways, curb and gutter, cross-gutters, drain inlets, and ADA curb ramps; landscaping and irrigation; adjustment of utilities to grade; replacement of existing traffic loops; and traffic striping and signage.
Traffic Signal Improvements at Philadelphia Street at Towne Avenue/Garey Avenue
CITY OF POMONA | POMONA, CA
Construction Inspector. Mr. Ledyard provided construction inspection services for the federally funded Traffic Signal Improvements projects at Towne Avenue and Philadelphia Street, and at Garey Avenue and Philadelphia Street. The scope of work includes installation of traffic signal poles and traffic signal controllers; traffic signage and striping; reconstruction of existing ADA curb ramps and sidewalks, AC paving, and all related site work to complete the proposed improvements.
CIP 13-01 Street Improvements
CITY OF COMPTON | COMPTON, CA
Construction Inspector. Mr. Ledyard provided inspection services for the CIP 13-01 Street Improvements project. The project included reconstruction of PCC sidewalks, driveways, curb and gutter, and ADA curb ramps; reconstruction and resurfacing of existing AC pavement; traffic loop replacement; traffic striping and signage; and other minor associated work.
DAVID LEDYARD
Construction Inspector
Mr. Ledyard has more than 40 years of engineering and construction inspection experience. He has served as both a supervisory inspector, overseeing permit inspectors, as well as a lead inspector on various capital improvement projects, including street, sewer, water and storm drain improvements. As construction inspector, Mr. Ledyard’s responsibilities include site observation and construction quality assurance and control, assuring general site safety, preparing daily reports, photo documentation, monitoring SWPPP and BMP implementation, providing daily updates to the city project manager, labor compliance and EEO interviews, providing recommendations and responses for contractor RFIs, assisting with submittal and shop drawing reviews, tracking quantities, and assisting with the progress payment reviews.
CONTACT INFO
david.ledyard@nv5.
com
EXPERIENCE
40 years
EDUCATION
A.A. Engineering
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 45 Traffic Signal and Intersection Improvements at Pasadena Avenue and Walnut Street CITY OF PASADENA | PASADENA, CA
Construction Inspector. Mr. Ledyard served as construction inspector on this traffic signal/intersection improvement project. The intersection of Pasadena Avenue/210 Freeway on-ramp and Walnut Street is owned by the California Department of Transportation and maintained by the City of Pasadena. This project was created with grant funding through the Los Angeles County Metropolitan Transportation Authority Highway Safety Improvement Program (HSIP) Call for Projects. The purpose of HSIP is to achieve a significant reduction in traffic fatalities and serious injuries on all public roads, and it focuses on projects that have the greatest potential of achieving this goal. The scope of work included installation of mast arm signals, additional signal heads, and advance warning signs; rewiring of the intersection; controller cabinet upgrades; and reconstruction of sidewalk, curb, gutter, and ADA curb ramps.
FY 2020-21 Street Improvements
CITY OF LA HABRA HEIGHTS | LA HABRA HEIGHTS, CA
Construction Inspector. Mr. Ledyard provided construction inspection services for the City’s FY 2020-21 Street Improvements project. The scope of work included street reconstruction and resurfacing, installation of AC berms, removal and construction of curb and gutter, utility adjustments, and traffic signage and striping. NV5 also provided geotechnical/materials testing services for this project.
Clark Avenue Rehabilitation from Alondra Boulevard to Foster Road CITY OF BELLFLOWER | BELLFLOWER, CA
Construction Inspector. Mr. Ledyard provided construction inspection services for the Clark Avenue Rehabilitation Project from Alondra Boulevard to Foster Road. The project included cold mill of existing asphalt concrete; installation of surface course (ARHM Class GC-C) pavement overlay; removal and construction of curb and gutter, driveways, sidewalks, cross-gutters, drains and curb ramps; installation of truncated domes; installation of pedestrian push buttons and pedestrian push-button pole installations; installation of traffic loops; adjustment of pull boxes, manholes, monitoring well, meters and valves to grade; and installation of traffic signing, striping and pavement markers.
Bellflower Boulevard & Alondra Boulevard Rehabilitation CITY OF BELLFLOWER | BELLFLOWER, CA
Construction Inspector. Mr. Ledyard provided construction inspection services for the $1.4M federally funded Bellflower Boulevard Rehabilitation project from Artesia Boulevard to South City Limit. The project included reconstruction and resurfacing of AC pavement, installation of new traffic loops, adjustment of utilities to grade, and new traffic signage and striping.
University Drive Widening (Campus Drive to MacArthur Boulevard) CITY OF IRVINE | IRVINE, CA
Construction Inspector. Mr. Ledyard provided construction inspection services for this project, which included parkway, street, storm drain and water improvements, and landscape and irrigation for the adjacent bike trail. The project consisted of traffic control, unclassified excavation, unclassified fill, construction of PCC curb ramps, median curb, curb and gutter, sidewalk, crack sealing, uniform depth cold milling, asphalt base course, asphalt concrete surface course, adjusting utility manholes and valves to grade, installation of traffic signs, striping, pavement markings and raised pavement markers, installation of new traffic signals, traffic signal modifications, SCE coordination and installation of new streetlight infrastructure, storm drain installation, landscaping, irrigation system, and water quality BMPs.
RESUMES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 46
RESUMES
Project Experience
On-Call Engineering Services
CITY OF LAGUNA WOODS | LAGUNA WOODS, CA
Construction Inspector. Mr. Hicks provided construction inspection services for the City on two separate projects that occurred simultaneously.
The ADA Pedestrian Accessibility Improvement Project, Phase 7 included the demolition of existing driveway approach, curb and sidewalk; and construction of a new driveway approach, curb and over 5,000 square feet of sidewalk. The City’s 2023-2024 Pavement Management Project included construction of a 2-inch thick full-width grind and 2-inch ARHM overlay between Tanager Lane and Canyon Wren Lane on El Toro Road. Final inspection of the new striping and a punchlist walk were also completed.
La Palma Avenue and Tustin Avenue Water Main Replacement at OCTA Railway Crossing
CITY OF ANAHEIM | ANAHEIM, CA
Construction Inspector. Mr. Hicks is providing construction inspection services for the City’s La Palma Avenue and Tustin Avenue Water Main Replacement at OCTA Railway Crossing project. Metrolink, with the Orange County Transportation Authority, is expanding the Anaheim Canyon Metrolink Station, which includes the addition of a train track crossing at both La Palma Avenue and Tustin Avenue. The water main replacement project involves bore and jack installation of two new water mains underneath the OCTA railroad track in La Palma Avenue and Tustin Avenue, followed by the abandonment of the existing water mains that will now be too shallow and are not adequately reinforced to carry the load underneath the proposed train track. The project includes close coordination with the City, OCTA, Metrolink, Southern California Regional Rail Authority (SCRRA), among other agencies.
KENNETH P. HICKS
Construction Inspector
Mr. Hicks has 18 years of experience providing construction inspection services for various capital improvement projects, including street improvements, wet and dry utilities, grading, stormwater, and landscaping and irrigation. He has provided quality assurance testing for highways, bridges and streets, sewer and water systems, and other structures using nuclear gauge or assigned equipment. He is experienced in working with local, state and federal facilities regarding land use, including right-of-way, construction, easements and other purposes.
CONTACT INFO
kenneth.hicks@nv5.
com
EXPERIENCE
18 years
LICENSES/
CERTIFICATES
Qualified SWPPP
Practitioner
Certified Inspector of
Sediment and Erosion
Control
Nuclear Gauge
Certified
OSHA-30
OSHA-10
Railroad Safety
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 47 On-Call Inspection Services
CITY OF SEAL BEACH | SEAL BEACH, CA
Construction Inspector. Mr. Hicks is providing on-call inspection services for the City. Safety is a major concern for the City, and in addition to our regular daytime inspectors, our inspectors have been called for night and weekend work to assure traffic control is properly set up for items like Caltrans right-of way. Our inspectors provide inspections to document and determine the acceptability of the construction work in accordance with the City’s approved plans, specifications, and standard details. Our NV5 inspectors report directly to the City’s Project Manager. NV5 provides both daily emails for a quick summary of the work, as well as daily reports with photograph documentation.
Sidewalk & Curb Ramp Reconstruction Phase 3 (CIP No. 052) CITY OF EL MONTE | EL MONTE, CA
Construction Inspector. Mr. Hicks provided construction inspection services for the federally assisted Sidewalk & Curb Ramp Reconstruction Phases 3. The scope of work includes parkway improvements along various local/residential roadways within the City and includes the reconstruction of existing PCC sidewalks, curb and gutter, driveways, and ADA curb ramps; tree root pruning; and potential tree removal/ replacement.
Basin D Sanitary Sewer Rehabilitation
CITY OF SAN MATEO | SAN MATEO, CA
Construction Inspector. Mr. Hicks’ duties included inspecting spot and segment repairs for sanitary sewers at 315 locations; full sanitary sewer pipeline replacement by either open cut or pipe bursting the existing VCP pipe in the ground using a fused/welded HDPE pipe; manhole replacement; reconnection of sewer laterals; CCTV inspections; and site restorations.
Lytle Creek Project
SAN BERNARDINO COUNTY, CA
Construction Inspector. Mr. Hicks inspected fiber optic installation, enabling higher internet speeds. The scope included cable pulling and manhole, vault, pedestal servicing and placement, conduit and inner duct placement. His duties also included inspecting traffic control, confined space permit, and verifying with photos and IDR.
Equal Access Santa Cruz Project
SANTA CRUZ COUNTY, CA
Construction Inspector. Mr. Hicks inspected several miles of fiber optic line. Methods included rod and rope, road cuts, trenching, and directional boring. His duties included interacting with residents and agency staff and verifying with photos and IDR.
RESUMES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 48
RESUMES
Project Experience
FY 2019-20 Street Improvements
CITY OF LA HABRA HEIGHTS | LA HABRA HEIGHTS, CA
Construction Inspector. Mr. Helma provided construction inspection services for the rehabilitation of various streets throughout the City of La Habra Heights. The scope of work included street reconstruction and resurfacing (crack seal and slurry seal, type I & II), installation of AC berms, drainage improvements, utility adjustments, and traffic signage and striping.
FY 2019-20 Annual Pavement Preservation Program (Zone 3 Slurry Seal) CITY OF YORBA LINDA | YORBA LINDA, CA
Construction Inspector. Mr. Helma provided construction inspection services for the City’s Annual Citywide Street Improvement Program. The scope of work included crack seal and slurry seal; utility adjustments; and traffic striping and signage.
FY 2019-20 Arterial Roadway Rehab
CITY OF PLACENTIA | PLACENTIA, CA
Construction Inspector. Mr. Helma provided construction inspection services for the City’s annual arterial roadway rehabilitation project. The scope of work included the grind and overlay of approximately 4 miles of arterial roadway along with curb, gutter and sidewalk repairs, new ADAcompliant curb ramps, new pavement markings and signage, traffic signal modifications and other improvements and repairs as outlined by the City. 2019 Slurry Seal Program
CITY OF NEWPORT BEACH | NEWPORT BEACH, CA
Construction Inspector. Mr. Helma provided construction inspection services for this citywide slurry seal project that included residential streets and the commercial area adjacent to John Wayne Airport. The scope of work consisted of edge grinding, crack sealing, Type I Slurry and traffic striping and signage. Mr. Helma met with business owners and homeowners as part of the coordination and notification process for this citywide project.
MIKE HELMA, LEED AP
Construction Inspector
Mr. Helma has more than 30 years of experience in construction management and inspection with specific expertise in street improvements, sewer, water and storm drain systems, heavy grading, concrete structures, traffic signals, paving and landscaping. He is a LEED Accredited Professional and is adept at managing and inspecting large- and small-scale projects. He has also served as augmented staff for various public works departments.
CONTACT INFO
[email protected]
EXPERIENCE
30 years
EDUCATION
B.S. Civil Engineering
LICENSES
LEED Accredited
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 49 Huntington Beach South Beach Phase II Rehabilitation
CITY OF HUNTINGTON BEACH | HUNTINGTON BEACH, CA
Senior Construction Manager. Mr. Helma provided construction management services for site improvements to the Main Beach facility that included the construction of a new Junior Lifeguard Headquarters and the Vincent G. Moorehouse Lifeguard Headquarters, renovation of a parking lot, landscaping, security lighting, showers, and beach path; three new restroom buildings, improved RV camping facility with hookups, new viewpoint, and mini-amphitheater at First Street.
Huntington Beach Maintenance Facility
CITY OF HUNTINGTON BEACH | HUNTINGTON BEACH, CA
Senior Construction Manager. Mr. Helma provided construction management services for a new two-story, 10,000-square-foot masonry structure that included a repair facility, administrative offices, and a storage area for the equipment used by the City to maintain the beach. The project also included construction of a new 5,000-square-foot AC parking lot.
Brea Sewer Lift Station
CITY OF BREA | BREA, CA
Senior Construction Manager. Mr. Helma provided construction management services for a master sewer upgrade project. The work consisted of constructing 3 miles of new 15-inch, 24-inch and 27-inch VCP sewer main; construction of new 48-inch and 60-inch-diameter manholes; construction of a new 48-inchdiameter drop-manhole; removal and replacement of existing PCC pavement, AC pavement, PCC curb and gutter, and PCC sidewalk. The project included the installation of a sewer lift station with switchgear equipment.
Huntington Beach Central Park Sports Complex
CITY OF HUNTINGTON BEACH | HUNTINGTON BEACH, CA
Senior Construction Manager. Mr. Helma provided construction management services for a 45-acre sports complex, which included providing ADA-accessible public plazas and bathrooms along with a fully landscaped park with eight regulation-sized baseball fields, two 1,680-square-foot concession stand/ restroom buildings with full utilities, and a 900-square-foot maintenance building. The project also included construction of a new 2-acre parking lot.
Citywide Sewer Main Replacement
CITY OF TORRANCE | TORRANCE, CA
Construction Inspector. Mr. Helma provided construction inspection services for the installation of 12,000 LF of 8-inch cast-in-place plastic (CIPP) sewer liner that was installed in the residential streets of Rolling Hills Estates along with the point repair of 25 areas where the 8-inch sewer had to be replaced prior to lining. The project included the removal and replacement of 90 feet of an 8-inch concrete-encased sewer across an arterial highway. Work was completed within the 60-day schedule.
Playa Vista Project
MARINA DEL REY, CA
Construction Inspector. Mr. Helma provided construction inspection services for the installation of 1 mile of 25-foot-deep shoring piles along Jefferson Boulevard in Marina Del Ray to facilitate the installation of underground conduit for the overhead utility lines.
RESUMES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 50
RESUMES
Project Experience
Emerald Isle 1666 and Glendale Recycled Water Tanks Rehabilitation CITY OF GLENDALE DEPARTMENT OF WATER AND POWER | GLENDALE, CA Construction Inspector. Mr. Crowley provided construction inspection services reporting directly to Glendale Water and Power (GWP) to improve the City’s water infrastructure to rehabilitate the welded steel water storage tank’s coating system and structural and safety features. Work included inspection of the removal hazardous and non-hazardous coatings and application of new protective coatings to the interior and exterior surfaces after pit/perforation welding treatment, disinfection of interior services, replacement of safety ladder in the tank, Replacement of Center and Auxiliary vent screening system, installation of new interior 12-inch inlet piing at the existing inlet pipeline, lateral structural bracing and tie-rods, straightening of bowed rafters, replacement of bowed rafters, installation of guard railing at roof hatch/work areas, installation of a liquid level indicator and equipment, cathodic protection, removal of existing exterior ladder, installation of new spiral stairway, and modification of miscellaneous structural items to bring to the structure into compliance with current health and safety codes while increasing longevity to the City’s infrastructure.
Various Projects
CITY OF GLENDALE DEPARTMENT OF WATER AND POWER | GLENDALE, CA Construction Inspector. NV5 is providing on-call construction inspection services for the City of Glendale’s Water and Power Department (GWP) for various projects throughout the City. Our team provides these services during the pre-construction and construction phases for planning, supervision and quality assurance of projects as directed by GWP staff, including water, wastewater and recycled water projects.
Steele Drive Tract and Pleasant Hills Tract Water Main Replacement CITY OF BREA | BREA, CA
Construction Inspector. Mr. Crowley provided construction inspection services on the $4.3M water main replacement project. The project installed over 11,800 LF of water main and appurtenances as an upgrade to the existing system, constructed ADA curb ramps and resurfaced streets throughout two residential neighborhoods. Mr. Crowley assisted with the inspection of the water main installation and pavement repairs. His tasks included overseeing the Contractor’s daily work, providing inspections,
PATRICK CROWLEY
Construction Inspector
Mr. Crowley is a public works construction inspector with more than 18 years of experience working on street, water, wastewater, gas distribution, cathodic protection, transmission, and wet and dry utilities projects. He has held positions in operations, management, engineering and administration.
CONTACT INFO
patrick.crowley@nv5.
com
EXPERIENCE
18 years
LICENSES/
CERTIFICATES
Energized Vault Safety
Confined Space
Training
Flagger Training
Backhoe/Forklift
Certified
Competent Persons
Training
Numerous Operator
Qualifications
Pole Top & Confined
Space Rescue
Veriforce Evaluator/
Proctor
Photovoltaic
Technician
Pipe Fitting
Accident Investigation
OSHA 30
OSHA 10
First Aid/CPR
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 51
RESUMES
preparing daily construction reports, coordinating with the Contractor, Engineer, and various City departments, and reviewing plans and specifications.
FY20-21 Street Resurfacing and Sewer Repairs
CITY OF GLENDALE | GLENDALE, CA
Construction Inspector. Mr. Crowley provided construction inspection services on street improvements including grinding, placing ARHM, and slurry seal, repairing concrete sidewalks, curb and gutters, cross gutters, and alley aprons, ADA upgrades to 24 ramps, adjusting manholes and valves to finish grade, and pavement striping and markings. Sewer improvements included lining 4,840 LF of sewer main line, various point repairs, reconstruction of 7 manholes, shaft step replacements in over 200 manholes, and sewer lateral replacements at a library and a fire station. Mr. Crowley oversaw the work of the Contractor; coordinating the work with the City, Contractor, businesses, and the public; providing inspections, and preparing daily reports; and project closeout.
Sanitary Sewer Rehabilitation, 2020 Upgrades to PCH/Vista del Mar CITY OF REDONDO BEACH | REDONDO BEACH, CA
Construction Inspector. Mr. Crowley provided construction inspection services on $700,000 sewer systems upgrades project, including the construction of a new 535 LF gravity sewer line and 5 manholes.
Mr. Crowley was responsible for overseeing the Contractor’s daily activities and assuring the work complied with project contract documents and required permits, providing inspections and preparing daily construction reports, project coordination with the Contractor, engineer, Caltrans, City of Torrance, and various City departments, reviewing plans and specifications, and maintaining a set of as-built plans, reviewing contractor invoices, and assisting with project closeout.
Torrance Boulevard Improvements and Traffic Signal Modifications CITY OF REDONDO BEACH | REDONDO BEACH, CA
Construction Inspector. Mr. Crowley provided construction inspection services on the $4M street improvements project to a one-mile segment of Torrance Boulevard between Prospect Avenue and Coral Way. The scope of work included: traffic signal upgrades at two intersections; installation of 500 LF of VCP sewer mainline pipe; asphalt and concrete pavement reconstruction; concrete sidewalks, curbs, gutters, and cross gutter repairs; ADA curb ramps upgrades; and signing and striping. Mr. Crowley oversaw the daily work of the Contractor for compliance with the project plans and specifications. He provided daily inspections; prepared construction inspection reports; coordinated the project with the City, Contractor, utility companies, businesses, and residents; tracked field quantities for pay items; reviewed the Contractor’s invoices; and assisted with project closeout.
Centinela Avenue Median, ADA Improvements, Traffic Signal Modifications and Street Improvements CITY OF INGLEWOOD | INGLEWOOD, CA
Construction Inspector. Mr. Crowley provided construction inspection services on the $6.85M project, which included HSIP Cycle 8 grant funding. The scope of work included the construction of raised medians and traffic signal upgrades on Centinela Avenue between La Cienega Boulevard and La Brea Avenue, and street improvements on Centinela Boulevard between La Cienega Boulevard to Florence Avenue that included pavement rehabilitation; repairs of concrete driveway approaches, sidewalks, curbs and gutters; curb ramp upgrades for ADA compliance; construction of AC and PCC bus pads; signing and striping; and installation of landscape and irrigation. Mr. Crowley was responsible for overseeing the work of the Contractor, coordinating the project with the City, Contractor, businesses, and the public, providing inspections and preparing daily reports, tracking field quantities, and project closeout.
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 52
RESUMES
Project Experience
Rural Ridge Circle and Wilshire Avenue Water Main Replacement CITY OF ANAHEIM | ANAHEIM, CA
Construction Inspector. Mr. Chiquete provided construction inspection services for this water main replacement project. The scope of work consists of two water main improvement areas: the Rural Ridge area and Wilshire-Pearl area. The Rural Ridge improvement area includes installation of a 12-inch PVC pipe (1,560 LF) , an 8-inch PVC pipe (1,820 LF), an 8-inch PVC pipe (480 LF), and a 6-inch PVC pipe (370 LF). The Wilshire-Pearl improvement area includes installation of 12-inch Ductile-Iron pipe (1915 LF) and 8-inch Ductile-Iron pipe (825 LF).
FY 2020-21 Street Improvements
CITY OF LA HABRA HEIGHTS | LA HABRA HEIGHTS, CA
Construction Inspector. Mr. Chiquete provided construction inspection services for the City’s FY 2020-21 Street Improvements project. The scope of work included street reconstruction and resurfacing, installation of AC berms, removal and construction of curb and gutter, utility adjustments, and traffic signage and striping. NV5 also provided geotechnical/materials testing services for this project.
Underground Utility Assessment District No. 117
CITY OF NEWPORT BEACH | CORONA DEL MAR, CA
Construction Administrator/Inspector. Mr. Chiquete provided Construction Administration, Inspection Services and Residential Permit Support Services for Undergrounding Utility Assessment District 117. The District was successfully formed in November 2015 with 268 parcels and is comprised of an 11-block area in Corona del Mar bounded by Bayside Drive, Avocado Avenue, Coast Highway, and Carnation Avenue and is mostly residential with some commercial properties. The project involved working closely with SCE and property owners on a daily basis. Construction began in July 2018 with a duration of 220 working days.
JOE CHIQUETE
Construction Inspector
Mr. Chiquete has more than 40 years of experience working for the City of Laguna Beach on Public Works projects, including utility underground projects. He is adept at working with residents, business owners and project stakeholders, and is excellent as a public contact and interface with project team members. Mr. Chiquete’s ability to problem-solve, research techniques and write reports makes him an asset to any team. He has skillfully prepared and presented visual and oral reports before various community associations, including city councils, planning commissions, design review boards, civic associations and community groups. He has expertise in several disciplines, including Urban Planning, Architecture, Environmental Planning, Construction Techniques, Transportation and Public Policy.
CONTACT INFO
[email protected]
EXPERIENCE
40 years
EDUCATION
B.A. Urban and
Regional Planning,
Environmental
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 53 Drilling & Equipping of New Water Wells North Long Beach 13 & North Long Beach 14 LONG BEACH UTILITIES DEPARTMENT | LONG BEACH, CA
Construction Inspector. Mr. Chiquete is providing inspection services for this project. As a subconsultant to Wood Rodgers, NV5 is providing Construction Management and Inspection Services for the drilling and equipping of two separate potable water supply wells, Wells North Long Beach 13 & 14, with a design capacity of 2,500 gallons per minute. Located within a City Park, the project requires coordination with residents and management of unhoused individuals. Final well design includes two separate wells housed within a CMU building, with a submersible turbine pump and motor, electrical and SCADA equipment, above and below grade piping, valving and appurtenances, electrical, instrumentation and control, connection to existing water distribution system, testing and disinfection, and site restoration.
Sidewalk & Curb Ramp Reconstruction (Phase 2)
CITY OF EL MONTE | EL MONTE, CA
Construction Inspector. Mr. Chiquete provided inspection services for this federally-assisted Sidewalk & Curb Ramp Reconstruction Phase 1 & 2. The scope of work includes parkway improvements along various local/residential roadways within the City and includes the reconstruction of existing PCC sidewalks, curb and gutter, driveways, and ADA curb ramps; tree root pruning; and potential tree removal/replacement.
Utility Undergrounding Assessment District No. 111
CITY OF NEWPORT BEACH | NEWPORT BEACH, CA
Construction Administrator/Inspector. Mr. Chiquete provided Construction Administration, Construction Oversight, and Residential Permit Support Services for the City’s Undergrounding Utility Project AD-111. The scope of services includes coordinating and overseeing all activities related to the construction of the project, including residential permit support services, and maintaining close liaison with the City Project Manager; serving as contact point for coordination among the Contractor, other agencies and utility companies; providing project status updates and keeping the City Project Manager up-to-date; reviewing and monitoring the Contractor’s schedule through weekly construction progress meetings; preparing daily inspection records and bi-weekly status reports; maintaining an awareness of safety and health requirements and enforcing applicable contract provisions for the protection of the public and project personnel; maintaining binders of job records, including photos; and evaluating cost reduction incentive proposals and providing recommendations to the City Project Manager for acceptance or denial.
Utility Undergrounding Assessment District No. 19-4
CITY OF MANHATTAN BEACH | MANHATTAN BEACH, CA
Construction Inspector. Mr. Chiquete provided construction inspection services for the undergrounding of overhead utilities for Utility Undergrounding Assessment District No. 19-4. The project includes the installation of underground electrical and telecom utilities in order to convert the overhead utilities for 167 homes to underground utilities. The project involves utility trenching and backfill; installation of utility conduits and construction of PCC encasement; installation of pullboxes, PCC pads, conduit risers and other ancillary facilities; AC and PCC paving and other ancillary site work; removal of existing utility poles; and close coordination with affected utilities, including Southern California Edison, Charter Communications, and Frontier.
RESUMES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 54
RESUMES
Project Experience
Crowther Sanitary Sewer Pipeline Replacement
CITY OF PLACENTIA | PLACENTIA AND FULLERTON, CA
Senior Construction Inspector. Mr. Aghajanian is serving as Senior Construction Inspector on this project, which includes replacement of approximately 7,400 linear feet of gravity sewer pipeline in Crowther Avenue, Placentia Avenue, and Orangethorpe Boulevard, located within the Cities of Placentia and Fullerton. The work involves installation of 15-inch, 18-inch, and 22-inch PVC and fused HDPE sewer pipeline and manholes.
The work also includes reconnection into all of the existing gravity mains and service laterals with a terminus tie-in connection at the existing Orange County Sanitation District’s trunk line on State College Boulevard. The project, which includes an encasement crossing underneath the 57 freeway in Caltrans right-of-way, involves coordination with multiple agencies, including Caltrans, the Orange County Sanitation District, Golden State Water, Department of Health Services, the City of Fullerton, and other utility and governmental agencies. Working in high-traffic areas, as well as a jackand-bore crossing underneath the Orange County Flood Control District’s flood control channel and a jack-and-bore crossing underneath the BNSF railroad, and multiple crossings of Southern California Gas Co.’s highpressure gas feeder, are among the project’s challenges. NV5 is providing construction management, inspection and materials testing services for this project.
Drilling & Equipping of New Water Wells North Long Beach 13 & North Long Beach 14
LONG BEACH UTILITIES DEPARTMENT | LONG BEACH, CA
Construction Inspector. As a subconsultant to Wood Rodgers, NV5 is providing Construction Management and Inspection Services for the drilling and equipping of two separate potable water supply wells, Wells North Long Beach 13 & 14, with a design capacity of 2,500 gallons per minute.
Located within a City Park, the project requires coordination with residents and management of unhoused individuals. Final well design includes two separate wells housed within a CMU building, with a submersible turbine pump and motor, electrical and SCADA equipment, above and below grade piping, valving and appurtenances, electrical, instrumentation and control, connection to existing water distribution system, testing and disinfection, and site restoration.
HAYKAZ AGHAJANIAN, PE
Construction Inspector
Mr. Aghajanian has more than 20 years of utility and civil engineering experience. His experience includes preparing plans, specifications and cost estimates and performing plan reviews for a variety of utility and public works projects.
CONTACT INFO
haykaz.aghajanian
@nv5.com
EXPERIENCE
20 years
EDUCATION
B.S. Civil Engineering
LICENSES/
CERTIFICATES
Civil Engineer (CA)
No. 53866
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 55 On-Call Inspection Services
CITY OF SEAL BEACH | SEAL BEACH, CA
Construction Inspector. Mr. Aghajanian is providing on-call inspection of both CIP and developer projects for the City. Safety is a major concern for the City and in addition to our regular daytime inspectors, our inspectors have been called for night and weekend work to assure traffic control is properly set up for items like Caltrans right-of way. Our inspectors provide inspections to document and determine the acceptability of the construction work in accordance with the City’s approved plans, specifications, and standard details.
Our NV5 inspectors report directly to the City’s Project Manager. NV5 provides both daily emails for a quick summary of the work, as well as daily reports with photograph documentation.
CIP 421 Annual Sewer Improvements Phase I
CITY OF HERMOSA BEACH | HERMOSA BEACH, CA
Construction Manager/Inspector. Mr. Aghajanian is providing construction management and inspection services for the City’s CIP 421 Annual Sewer Improvements project, which consists of replacement or rehabilitation of multiple sewer segments throughout the City. The scope of work includes the trenchless CIPP rehabilitation of 29 sewer segments, construction of 7-point repairs, and installation of 2 new maintenance access holes throughout the City.
Municipal Pier Project
CITY OF HERMOSA BEACH | HERMOSA BEACH, CA
Construction Inspector. Mr. Aghajanian is providing inspection services for this Municipal Pier Project for the City of Hermosa Beach. This project consists of various structural repairs and improvements to the Hermosa Beach Municipal Pier as well as the lifeguard storage room. These repairs consist of the installation of Fiberglass jackets on pilings, pile cap repairs, replacement of a steel expansion joint cover plate, and the removal and replacement of the top handrails along the entire pier. This project will also update electrical elements, including replacing existing luminaires along the pier with updated LED luminaires.
SR-2 at SR-134 Bridge
CALTRANS DISTRICT 7 | GLENDALE, CA
Mr. Aghajanian developed seismic retrofitting plans to upgrade the concrete bridge support columns with steel jackets and grout injection to meet seismic retrofitting code requirements to assure public safety.
His work included all phases of bridge column jacket retrofitting to the bridge column-roadway seismic retrofitting upgrades to meet the “no collapse” performance standard.
SR-134 at Interstate 210 Bridge
CALTRANS DISTRICT 7 | PASADENA, CA
Mr. Aghajanian developed seismic retrofitting plans to upgrade the concrete bridge support columns with steel jackets and grout injection to meet seismic retrofitting code requirements to assure public safety.
His work included all phases of bridge column jacket retrofitting to the bridge column-roadway seismic retrofitting upgrades to meet the “no collapse” performance standard.
Interstate 5 Widening and Carmenita Bridge Reconstruction CALTRANS DISTRICT 7 | NORWALK, CA
This project included the widening and realignment of Interstate 5 and the reconstruction of the Carmenita Bridge. Mr. Aghajanian developed utility relocation plans, reformulated stages of the public utility relocations to accommodate ongoing construction stages, and conducted utility relocation analysis, including initiating corrections of bridge column-roadway conflicts that eliminated major utility relocations and initiating hazardous waste mitigation of an unidentified idle oil line that eliminated associated construction delays.
RESUMES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 56
RESUMES
Project Experience
On-Call Inspection Services
CITY OF SEAL BEACH | SEAL BEACH, CA
Construction Inspector. Mr. Neyens is providing on-call inspection services of both CIP and developer projects for the City. His responsibilities include documenting and determining the acceptability of the construction work in accordance with the City’s approved plans, specifications, and standard details. He reports directly to the City’s Project Manager.
FY2015-16 Culvert Repair and Replacement
COUNTY OF SAN DIEGO | SAN DIEGO COUNTY, CA
Assistant Resident Engineer/Construction Inspector. The $1.8M project included the repair and replacement of drainage culverts throughout the County to restore culvert structural integrity and protect roadways. The repair to damaged culverts used invert paving and/or lining systems.
Replacement consisted of excavating the culvert and replacing with either RCP, CMP or PVC pipe, with excavations varying to depths of 20 feet.
Replacement work also involved installation of head walls and protected slopes.
Lone Jack Road Emergency Repair
CITY OF ENCINITAS | ENCINITAS, CA
Construction Inspector. The $250K time-and-materials emergency repair project consisted of repairs to a weather-related sinkhole that caused the failure of a 100-foot section of roadway and the entire road to be closed to all traffic. The repair work excavated the full length to 4.3 feet below finished grade and installed 24 inches of 3/4-inch rock with Mirafi 570 geotextile fabric top and bottom, 18 inches of Class II base, and 8 inches of hot mix asphalt concrete. Additionally, a 300-foot subterranean drain was installed and up to 1/4 mile of roadway surface was overlaid. A companion headwall will be constructed to a damaged adjacent stream culvert.
DUANE NEYENS
Construction Inspector
Mr. Neyens has more than 30 years of experience in the construction industry, including experience as a construction inspector, engineering inspections supervisor, and city construction manager having responsibility for both public works and private development projects. Mr. Neyens has worked as a consultant inspector on public works projects for the County of San Diego and in residential development as a project superintendent for Western National Contractors. He has a solid reputation for his focus on detail, his organizational skills, and an orientation toward successful project outcomes.
CONTACT INFO
duane.neyens@nv5.
com
EXPERIENCE
30 years
EDUCATION
B.S. Organizational
Management
A.S. Public Works
Management
LICENSES/
CERTIFICATES
Program Certificate
— Public Works
Management,
Palomar College with
MSA and APWA
Program Certificate
— Construction
Inspection Technology,
San Diego State
University
Program Certificate —
Public Administration
Supervisor, (San
Diego) North County
Supervisors’ Academy
Certified Inspector of
Sediment & Erosion
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 57 Inland Rail Trail
SANDAG/CITY OF SAN MARCOS | SAN MARCOS, CA
City Construction Manager. The $2.7M project consisted of building a Class I bicycle facility between the South Santa Fe Avenue/North Pacific Street intersection and Cherimoya Drive. It is an 8-foot-wide, multiuse, paved pathway that connects to future bike paths or existing sidewalks. Work included retaining walls, paving, landscaping and irrigation, lighting, chain-link fence, drainage improvements with water retention/percolation swales and ditches, signage and striping, and graded shoulders adjacent the NCTD Sprinter railroad line.
Armorlite Drive SMART-Growth Corridor Enhancements
CITY OF SAN MARCOS | SAN MARCOS, CA
City Construction Manager. This $3.5M grant-funded project reconfigured Armorlite Drive from North Las Posas Road to Bingham Drive to accommodate a complete street concept in a new, mixed-use district near Palomar College. Improvements included street parking, bicycle facilities, pedestrian pathways, lighting and landscaping, traffic calming, installation of curbs, gutters, traffic/pedestrian signal systems, storm drain systems and SWPPP. These improvements accommodated a complete street concept consistent with SanDAG’s SMART-Growth Incentive Program, encouraging use of alternative transportation public transit integration and enhanced pedestrian and bike access to reduce greenhouse gas emissions.
Downs Street Traffic Calming
CITY OF OCEANSIDE | OCEANSIDE, CA
Construction Inspector. The $145K Traffic Division project installed traffic-calming devices, including speed humps, neckdowns, chicanes, medians and traffic circles, and roadway realignment and reconstruction for 1 mile along Downs Street and along Ivy Road. The project also included installation of traffic-control signage, sidewalks, shoulders, curb and gutter, landscaping and irrigation.
Citywide Street Rehabilitation and Maintenance FY 2007-08 CITY OF VISTA | VISTA, CA
Construction Manager. This $700K project repaired deteriorated pavement on various designated streets.
Streets selected for repair were from the prioritized list developed by the Pavement Management System.
The project included repairing/rehabilitating distressed pavement areas and overlaying streets with asphalt concrete in priority locations as identified in the street inventory. This included all preparation work such as dig-outs, skin patching, shoulder grading, traffic loops, raising manholes, striping, and traffic safety control as well as survey monument preservation.
Olive Avenue Street Improvements
CITY OF VISTA | VISTA, CA
Construction Manager. This $2.7M project removed the full existing roadway from shoulder-to-shoulder full depth and reinstalled a widened roadway, installed curbs and sidewalks and provided on-street parking, landscaping, traffic control, and a Class III bikeway from North Melrose Drive to Vista Village Drive.
Storm Drain and Infrastructure
CITY OF OCEANSIDE | OCEANSIDE, CA
Resident Construction Inspector. This $2M project consisted of installing a new RCP in the downtown core area of the city as well as undergrounding all utilities and removing and replacing the roadways.
RESUMES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 58
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Project Experience
Rural Ridge Circle and Wilshire Avenue Water Main Replacement and Street Improvements
CITY OF ANAHEIM | ANAHEIM, CA
Construction Inspector. Mr. Warren provided construction inspection services for this water main replacement and street improvements project.
The work consisted of two water main improvement areas: the Rural Ridge area for 4,230 LF and the Wilshire-Pearl area for 2,750 LF of 8-inch to 15-inch potable water main, tie-ins to the existing potable water system, 142 1- and 2-inch water services and meters, existing main abandonment, and final street restoration. NV5 provided full Construction Management, Resident Engineering, and Inspection Services for this project, including coordination with the City, shop drawing and RFI review, change order analysis, and scheduling management.
Arantine Hills Sewer and Water Infrastructure Projects
CITY OF CORONA | CORONA, CA
Construction Inspector. Mr. Warren provided construction inspection services for the $14.7M three-phase Arantine Hills sewer, water and street improvement projects to provide the necessary infrastructure for the Arantine Hills Development Project. The project included the construction of a new ADA-compliant buried cast-in-place sewer lift station with abovegrade controls. This was connected to a second project to construct the new sewer force main with fused HDPE pipe via conventional open trench and trenchless jack-and-bore sewer construction along arterial streets and Caltrans ROW, forming 4 miles of pipeline. Relocation of 3,300 LF of potable water line also was required to install the new force mains. A third project managed simultaneously was the construction of the California
DANIEL WARREN
Construction Inspector
Mr. Warren is a construction inspector with more than 30 years of experience in public works, including the positions Construction Inspector for the City of La Habra Heights and Grade III Water Distribution Operator and Grade II Water Treatment Operator for the Rowland Water District. Mr.
Warren is extremely knowledgeable about the need for the Contractor’s conformance to the approved plans and specifications, adherence to field quality control, as well as what the various heavy construction industry standards and construction principles are for water and wastewater systems. Mr. Warren has a significant knowledge of all aspects of public utilities and provides expert quality control for all aspects of potable water, sewer, and recycled water works throughout his execution of his duties as an Inspector.
CONTACT INFO
daniel.warren@nv5.
com
EXPERIENCE
30 years
LICENSES
Water Distribution
Operator Grade III
No. 8020
Water Treatment
Operator Grade II No.
18940
Recycled Site
Supervisor Conversion
from Potable
to Recycled Water
Competent Person
Site Survey for Soil
Conditions
Trench Shoring
Certified
Underground Utilities
Certified
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 59 Avenue Sewer at a depth of 25 feet below grade. All three projects were to be completed together for the final and finished sewer lift station to function. Construction of these improvements resulted in the need for extensive street and sidewalk improvements including 5 miles of full street AC repaving and cross gutter reconstruction within various arterial streets and Caltrans ROW. Upon completion of the project, the City planned to decommission its Water Reclamation Facility No. 3. Coordination with developers was required for the construction of the sewer lift station within their property, and Caltrans was required along certain reaches of the pipeline construction for construction within their ROW.
Azusa Sewer Lift Station Upgrade Phase II Site Improvement CITY OF WEST COVINA | WEST COVINA, CA
Construction Inspector. Mr. Warren provided construction inspection services for the Azusa Sewer Lift Station Upgrade Phase II Site Improvement project. The project included upgrading existing sewer pumps, equipment, controls, conduits wiring and appurtenances; storage capacity to provide backup emergency power in the event of power outages to mitigate risk of sewer system overflow; and SCADA monitoring that will provide feedback of pump disposition fluid levels, air system, alarms and additional information.
Bankfield Sewage Pump Station
CITY OF CULVER CITY | CULVER CITY, CA
Construction Inspector. Mr. Warren provided construction inspection services for the construction of the Bankfield Sewer Pump Station adjacent to the Caltrans Right-of-Way. The new pump station receives diverted flows from two existing pump stations, and diverted flows from two more pump stations at a later date. The new pump station has a 10-foot-by-20-foot sewer wet well that is 35 feet deep, constructed in groundwater with a discharge permit to the City of L.A. Sewer Interceptor since the water was contaminated and RWQCB would not issue a permit to discharge to storm drain. There are two submersible pumps, a flow meter vault, a valve vault, a bypass vault for the two force mains, an emergency diesel-fueled backup electrical generator, and complete SCADA systems. NV5 assisted with the final design and implementation of the emergency diesel generator as well as pipeline redesign for the sewer force main, including the AQMD permitting, as the original plans did not accommodate a generator. Final site restoration included extensive street reconstruction along the entire right of way curb to curb including the reconstruction of the curbs and gutter themselves to fix flow line issues along with driveway construction. There is also a 25-footby-20-foot building to house instrumentation and SCADA systems, a bathroom and electrical components.
This project is an American Public Works Association BEST Awards winner.
Reverse Osmosis Water Treatment Plant
CITY OF BEVERLY HILLS | BEVERLY HILLS, CA
Construction Inspector. Mr. Warren provided construction inspection services for upgrades to a pretreatment system for the City’s Reverse Osmosis Water Treatment Plant. Our team oversaw the planning and initial design to construct this project as a design-build facility for the City. Once the project was initially bid as a design-build project, the City opted instead to finalize the design and re-bid the project under a conventional design-bid-build option. NV5 continued throughout this process as the Owner’s Representative to oversee the second bidding for conventional construction and continued on as Construction Manager as well as provided full-time inspection services throughout bidding, material procurement, and construction, commissioning, testing, Division of Drinking Water permitting, and training of City Operations Staff. The project included evaluation and necessary upgrades to the entire water supply system.
RESUMES
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Project Experience
Indian Canyon Stormwater & Road Improvements
PALM SPRINGS, CA
Geotechnical Engineer on Record. This project included the construction of two bridges (crossing over the channel), temporary roads and temporary stormwater rerouting system.
Capital Improvement Projects
CULVER CITY | CULVER CITY, CA
Geotechnical Engineer on Record. Mr. Popalzai worked on capital improvement projects for Culver City that included the following: equipment improvement projects, facilities improvement projects, parking improvement projects, parks & park facilities projects, sewer improvement projects, street & alley improvement projects, technology improvement projects, traffic signal & lighting improvement projects, urban runoff management projects, and other improvement projects.
Culver Boulevard Stormwater Treatment Project
CULVER CITY | CULVER CITY, CA
Geotechnical Engineer on Record. The project consisted of two major components. The first major component was the Culver Boulevard Realignment from Sepulveda Boulevard to Elenda Street. The second component was the Culver Boulevard Stormwater Treatment feature, consisting of the construction of a subsurface stormwater treatment capture facility along Culver Boulevard beneath the existing median. The project provided multiple benefits consisting of water quality improvements, sustainable water supply, community enhancement, and safety.
Yucaipa Boulevard Street Improvements
CITY OF YUCAIPA | YUCAIPA, CA
Mr. Popalzai provided technical support to laboratory and field testing and inspection staff for this project. He prepared and reviewed quality-related program documents.
CONTACT INFO
shafiq.popalzai@nv5.
com
EXPERIENCE
21 years
EDUCATION
M.S. Geotechnical
Engineering
B.S. Civil Engineering
LICENSES/
CERTIFICATES
Civil Engineer (CA)
No. 77336
SHAFIQ POPALZAI, PE
Materials Testing
Mr. Popalzai has over 20 years of experience being closely involved with clients and projects in order to form strong alliances and long-lasting working relationships. His geotechnical-related experience includes a wide variety of projects throughout California. During his career, Mr. Popalzai has worked on roadways, electric and gas lines, water pipelines, residential, commercial, schools, transportation, rail, landslide remediation, and with federal, state, K-14 and local regulatory agencies and forensics projects.
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 61 Phase 2 Uptown Improvements
CITY OF YUCAIPA | YUCAIPA, CA
Mr. Popalzai provided technical support to laboratory and field testing and inspection staff for this project.
He prepared and reviewed quality-related program documents. 7th Street Trench & Street Repairs
CITY OF YUCAIPA | YUCAIPA, CA
Mr. Popalzai provided technical support to laboratory and field testing and inspection staff for this project.
He prepared and reviewed quality-related program documents.
Cherry Avenue Street Improvements
COUNTY OF SAN BERNARDINO | FONTANA, CA
Mr. Popalzai provided technical support to laboratory and field testing and inspection staff for this project.
He prepared and reviewed quality-related program documents.
ARMC Parking Lot Pavement Assessment
COUNTY OF SAN BERNARDINO | COLTON, CA
Mr. Popalzai provided technical support to laboratory and field testing and inspection staff for this project.
He prepared and reviewed quality-related program documents.
Various School Districts
BEVERLY HILLS UNIFIED SCHOOL DISTRICT, GLENDALE AND SANTA ANA, CA Mr. Popalzai managed materials testing, geotechnical site investigation, liquefaction analysis, settlement analysis, foundation design, pavement design, and geotechnical reports for these various school districts.
Loma Linda Parking Structure
LOMA LINDA, CA
Mr. Popalzai provided technical support to laboratory and field testing and inspection staff for this project.
He prepared and reviewed quality-related program documents..
Crestline Branch Library Pathway Improvement
COUNTY OF SAN BERNARDINO | CRESTLINE, CA
Mr. Popalzai provided technical support to laboratory and field testing and inspection staff for this project.
He prepared and reviewed quality-related program documents. 2018 Replacement Pipeline Project
YUCAIPA VALLEY WATER DISTRICT | YUCAIPA, CA
Mr. Popalzai provided technical support to laboratory and field testing and inspection staff for this project.
He prepared and reviewed quality-related program documents.
City of Hope Hotel
CITY OF HOPE | DUARTE, CA
Mr. Popalzai provided technical support to laboratory and field testing and inspection staff for this project.
He prepared and reviewed quality-related program documents. This project consists of the construction of a 5-story, slab-on-grade hotel building of cast-in-place concrete and post-tension construction with a footprint of about 43,500 square feet. Support for the building will be provided by a shallow foundation system consisting of continuous and spread footings. Off-site improvements will consist of construction of curb, gutter and sidewalks, as well as match-up pavement. On-site parking is to be of asphalt concrete over compacted subgrade and aggregate base material.
RESUMES
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RESUMES
Project Experience
FY 2022-23 Pavement Management Program Implementation
CITY OF GLENDALE | GLENDALE, CA
Geotechnical Project Manager. Mr. Henderson is providing geotechnical engineering services as part of the team that is providing engineering design services for the City’s Fiscal Year 2022-23 Pavement Management Program Implementation project. Improvements include selective removal and repair of concrete curbs and gutters, sidewalks, driveways, cross gutters, catch basins, bus pads, and alley aprons; pavement repairs, including full-depth reconstruction, rubberized asphalt pavement wearing course (ARHM); crack seal; Asphalt Rubber Aggregate Membrane (ARAM); and Slurry Seal Type II; sewer point repairs based on City-provided CCTV videos; utility pull box relocation; storm drain infrastructure analysis and design, including hydrology and hydraulic analysis if needed; installation of survey well monuments; tree plantings, including coordinating with the City for tree species and locations; and review of the City’s Bicycle Master Plan and design of plans according to recommendations. Services include field review; utility coordination and notification; topographic survey; geotechnical investigation; preparation of preliminary and final plans, specifications and estimates; and bid and construction support.
Residential Alley Improvements
CITY OF SANTA FE SPRINGS | SANTA FE SPRINGS, CA
Geotechnical Project Manager. Mr. Henderson is providing geotechnical engineering services for the design of 10 alley segments for the Residential Alley Improvements project. NV5’s services include utility notification and coordination; topographic survey; pavement investigation and report that will include a recommendation for subgrade preparation, soil corrosion potential, and pavement design options; and preliminary and final plans, specifications and cost estimate.
CARL HENDERSON, PH.D, PE, GE
Materials Testing
Dr. Henderson has more than 25 years of experience performing geotechnical evaluations for a wide variety of projects, including buildings, bridges, highways, roadways, embankments, levees, land development, and commercial and industrial facilities. He has extensive experience with embankment construction and stability evaluations for many large roadway construction projects in California. Over the last 12 years, he has served as the Senior Geotechnical Project Manager and Geotechnical Project Manager for some of the largest highway and bridge projects within San Joaquin County.
CONTACT INFO
carl.henderson@nv5.
com
EXPERIENCE
25 years
EDUCATION
Ph.D. Civil Engineering
M.S. Civil Engineering
(Geotechnical)
B.S. Civil Engineering
LICENSES/
CERTIFICATES
Geotechnical Engineer
(CA) No. 2886
Civil Engineer (CA)
No. 71115
AFFILIATIONS
American Public
Works Association
(APWA) - Member
American Indian
Science and
Engineering Society
(AISES) - Member
National Society
of Black Engineers
(NSBE) – Lifetime
Member
Society of American
Military Engineers
(SAME) - Member
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 63 Beryl Street Drainage and Street Improvements from Prospect Avenue to Flagler Lane CITY OF REDONDO BEACH | REDONDO BEACH, CA
Geotechnical Project Manager. Mr. Henderson provided geotechnical engineering services as part of the team that provided engineering design services for the Beryl Street Drainage and Street Improvements project. The project included roadway, intersection and drainage improvements, including green street elements; modifications to catch basins; pedestrian crossing enhancements through curb ramp and pedestrian signal upgrades; incorporation of Living Street Design principles, traffic calming elements to enhance safety, mobility, and access for users to accommodate a variety of transportation modes; and signing and striping. The project provided the opportunity to enhance walkability, install curb bulb-outs to reduce pedestrian crossing distances and calm traffic, and install Class II bicycle lanes. The scope of work included field investigation, topographical survey, utility coordination, providing various pavement rehabilitation and site improvement alternatives, conceptual design options, CEQA documentation, and bid and construction support.
Residential Slurry Seal and Arterial Roadway Rehabilitation CITY OF PLACENTIA | PLACENTIA, CA
Geotechnical Project Manager. Mr. Henderson provided geotechnical engineering services for the City’s various streets and ADA ramps rehabilitation. The project includes the rehabilitation of existing pavement and sidewalks and traffic signal modifications. NV5’s services include obtaining existing as-built plans and available pertinent data; taking pavement core samples; conducting field review and assessing pavement conditions; utility notification and coordination; preliminary and final bid packages; and construction support services.
Annual Residential Street Rehabilitation
CITY OF COMPTON | COMPTON, CA
Geotechnical Project Manager. Mr. Henderson provided geotechnical engineering services for the project.
The scope of work includes review and analysis of the City’s existing Pavement Management Study; research of the City’s existing street plan information; performing necessary soil investigations and coring samples; utilities notification and coordination; topographic survey; field review; and improvements to street pavement, street drainage, curb and gutter, sidewalk, and ADA curb ramps.
Mitigation of Paseo de Colinas Seepage
CITY OF LAGUNA NIGUEL | LAGUNA NIGUEL, CA
Geotechnical Project Manager. Mr. Henderson was the Project Manager as NV5 provided services in support of the proposed mitigation of seepage encountered along Paseo de Colinas, located between about 200 to 400 feet west of the Cabot Road intersection in Laguna Niguel and to provide conclusions and geotechnical engineering recommendations pertinent to the project. NV5’s geotechnical and engineering geology services included the review of available literature on subsurface conditions, drilling and associated documentation of seven (7) borings, appropriate laboratory testing for assessment of subsurface characteristics, and engineering evaluation of the data collected to develop geotechnical recommendations for the proposed mitigation of seepage conditions. Recommendations for seepage mitigation include placement of a French drain system developed based on the conclusions of our geotechnical investigation.
RESUMES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 64
RESUMES RESUME
Project Experience
Crowther Sanitary Sewer Pipeline Replacement
CITY OF PLACENTIA | PLACENTIA, CA
Special Inspector. Our team is providing construction management, inspection services and materials testing services for the Crowther Sanitary Sewer Pipeline Replacement project. The scope of work includes replacement of approximately 7,400 LF of gravity sewer pipeline in Crowther Avenue, Placentia Avenue, and Orangethorpe Boulevard, located within the Cities of Placentia and Fullerton. The work involves installation of 15-inch, 18-inch, and 22-inch PVC and fused HDPE sewer pipeline and manholes. NV5 has spearheaded the required coordination to Public Health Department and Golden State Water Company for those areas where the water/sewer separation cannot be met for variances with alternate construction of the sewer pipeline. The work also includes reconnection into all of the existing gravity mains and service laterals with a terminus tie-in connection at the existing Orange County Sanitation District’s trunk line on State College Boulevard. The project — which includes a jack and bore encasement crossing underneath the 57 freeway, BNSF ROW, in Caltrans right-of-way — involves coordination with multiple agencies, including Caltrans, the Orange County Sanitation District, Golden State Water, Department of Health Services, the City of Fullerton, and other utility and governmental agencies. Working in high-traffic areas, as well as a jack-andbore crossing underneath the Orange County Flood Control District’s flood control channel and a jack-and-bore crossing underneath the BNSF railroad, and multiple crossings of Southern California Gas Co.’s high-pressure gas feeder, are among the project’s challenges. NV5 is providing Construction Management, full-time Inspection and Materials Testing Services for this project.
Hacienda Road Remedial Grading and Street Improvements
CITY OF LA HABRA HEIGHTS | LA HABRA HEIGHTS
Special Inspector. NV5 provided construction management and inspection services for the Hacienda Road Remedial Grading and Street Improvement project. The project included construction of new PCC drainage gutter and headwall, AC berm and AC paving. NV5 also provided geotechnical/ materials testing and deputy inspection services for this project.
MIKE RASTEGAR
Materials Testing
Mr. Rastegar is a detail-oriented Construction Inspector with more than 16 years of public works inspection experience serving as both a resident inspector and a geotechnical and materials deputy inspector. He has completed a wide variety of projects, including both horizontal (street, sewer, water and drainage improvement), and vertical (building and structural improvement) projects. Mr. Rastegar also has experience in plan review and value engineering.
CONTACT INFO
mike.rastegar@nv5.
com
EXPERIENCE
16 years
EDUCATION
Associate of Science
LICENSES/
CERTIFICATES
Certified Electronics
Technician (ISCET)
AC29332
ICC 9056427
LADBS P038531
40-Hr. OSHA
Hazwoper
OSHA 10-Hr.
Construction
Industry Course
ACI
First Aid / CPR
RSO
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 65 FY 2020-21 Street Improvements
CITY OF LA HABRA HEIGHTS | LA HABRA HEIGHTS
Special Inspector. NV5 provided construction management and inspection services for the City’s FY 2020-21 Street Improvements project. The scope of work included street reconstruction and resurfacing, installation of AC berms, removal and construction of curb and gutter, utility adjustments, and traffic signage and striping. NV5 also provided geotechnical/materials testing and deputy inspection services for this project.
Indiana Street Water Improvements
CITY OF EL SEGUNDO | EL SEGUNDO, CA
Special Inspector. Our team provided construction inspection services and materials testing for the Water Main Improvements on Indiana Street between E. Holly Avenue and E. Mariposa Ave. The improvements include the construction of 10-inch ductile-iron water main, and 6-inch and 4-inch ductile-iron water main or laterals; installation of gate valves and boxes; construction of new water service connections; abandoning existing water mains; providing uninterrupted water service during construction; providing traffic control; potholing; coordination with utility agencies; survey; trenching; trench paving; and striping.
Materials testing included compaction testing of soil, aggregate base and asphalt and sampling and laboratory testing of soil, asphalt and Portland cement concrete.
L.A. County Sanitation District (JWPCP)
CARSON, CA
Senior Field Inspector/Technician. Mr. Rastegar managed and inspected all phases of construction, including on- and off-site improvements, including street and parkway improvements. He supervised subcontractors and interfaced with owners, architects and engineers to keep the project within schedule and budget
Alpine Recreational Center
LADBS
Senior Field Inspector/Technician. Mr. Rastegar inspected this hillside project and grading per LADBS design and specs. He observed the drilling process of over 70 Cast-in-place piles and created pile logs and identified various soil types. He observed structural backfill and performed various density tests as required.
March Air Reserve Base Reclamation & Recycled Water Facility Upgrade WESTERN MUNICIPAL WATER DISTRICT | MORENO VALLEY, CA.
Field Technician. Mr. Rastegar provided inspection, observation, and testing services during grading, performed batch plant inspection, performed materials testing, sampling and testing of structural concrete placement and provided asphalt paving inspection and testing for this project.
Groundwater Replenishment Pipeline, Unit II
ORANGE COUNTY WATER DISTRICT | ORANGE COUNTY, CA
Senior Field Technician. Mr. Rastegar provided geotechnical recommendations and supervised backfilling and shoring operations for the project. The pipeline included 66- to 78-inch diameter concrete reinforced pipe. It was designed to carry highly treated wastewater from the OCSD treatment plant in Fountain Valley to the Kraemer and Miller Spreading Basins in Anaheim, where the treated effluent will recharge the groundwater basin. The pipeline crossed under the 5, 22, 57, and 91 freeways, Union Pacific and OCTA/ SCRRA railroad tracks and 20 arterial roadways. He prepared the compaction report and performed material inspection and laboratory testing. Services included are field density testing, aggregate base and asphalt concrete testing.
RESUMES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 66
RESUMES
Project Experience
Lambert Park Improvements
CITY OF EL MONTE | EL MONTE, CA
Labor Compliance. As a subconsultant to NV5, Pacific Resources Services provided labor compliance services for this 9-acre park and playground project. Improvements include construction of a new CMU concession and restroom building; hardscape, decorative paving, decomposed granite walking and jogging path, and play surfacing; landscaping and irrigation; playground and play equipment; exercise areas and equipment; shade structures and miscellaneous site furnishings; site lighting; site drainage; on- and off-site utilities; renovation of an existing maintenance building; new turf for athletic fields (soccer fields and baseball diamonds); and renovation of existing AC parking lot.
Bellflower Boulevard and Alondra Boulevard Rehabilitation CITY OF BELLFLOWER | BELLFLOWER, CA
Labor Compliance. As a subconsultant to NV5, Pacific Resources Services provided labor compliance and funding oversight services for this $1.4M federally funded street improvement project. The project included reconstruction and resurfacing of AC pavement, installation of new traffic loops, adjustment of utilities to grade, and new traffic signage and striping.
Central Avenue Pavement Rehabilitation (Phase II)
CITY OF COMPTON | COMPTON, CA
Labor Compliance. As a subconsultant to NV5, Pacific Resources Services provided labor compliance services for the Central Avenue Pavement Rehabilitation (Phase II) project. The project includes Cold-In-Place Recycling and Cement Treatment of AC structural section; coldmill and overlay; reconstruction of PCC sidewalks, driveways, curb and gutter, and ADA curb ramps; traffic loop replacement; utility adjustments; and traffic striping and signage.
CONTACT INFO
bocasio@
pacificresources
services.com
EXPERIENCE
25+ years
EDUCATION
M.P.A. Public Affairs
B.S. Urban & Regional
Planning
Valley Leadership
Institute
Mr. Ocasio has more than 25 years of years of experience providing prevailing wage monitoring and enforcement services, Project Labor Agreement/Project Stabilization Agreement, workforce and business outreach services, and Disadvantaged Business Enterprises compliance services on numerous large public works projects throughout Southern California. He began his prevailing wage career as a Management Assistant with the City of Los Angeles Office of Contract Compliance. He also received training as a Caltrans Inspector.
BENJAMIN OCASIO
Labor Compliance (Pacific Resources Services)
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 67 Lambert Park Improvements
CITY OF EL MONTE | EL MONTE, CA
Labor Compliance. As a subconsultant to NV5, Pacific Resources Services provided labor compliance services for this 9-acre park and playground project. Improvements include construction of a new CMU concession and restroom building; hardscape, decorative paving, decomposed granite walking and jogging path, and play surfacing; landscaping and irrigation; playground and play equipment; exercise areas and equipment; shade structures and miscellaneous site furnishings; site lighting; site drainage; on- and offsite utilities; renovation of an existing maintenance building; new turf for athletic fields (soccer fields and baseball diamonds); and renovation of existing AC parking lot.
Bellflower Boulevard and Alondra Boulevard Rehabilitation CITY OF BELLFLOWER | BELLFLOWER, CA
Labor Compliance. As a subconsultant to NV5, Pacific Resources Services provided labor compliance and funding oversight services for this $1.4M federally funded street improvement project. The project included reconstruction and resurfacing of AC pavement, installation of new traffic loops, adjustment of utilities to grade, and new traffic signage and striping.
Central Avenue Pavement Rehabilitation (Phase II)
CITY OF COMPTON | COMPTON, CA
Labor Compliance. As a subconsultant to NV5, Pacific Resources Services provided labor compliance services for the Central Avenue Pavement Rehabilitation (Phase II) project. The project includes Cold-InPlace Recycling and Cement Treatment of AC structural section; coldmill and overlay; reconstruction of PCC sidewalks, driveways, curb and gutter, and ADA curb ramps; traffic loop replacement; utility adjustments; and traffic striping and signage.
University Drive Widening
CITY OF IRVINE | IRVINE, CA
Labor Compliance. As a subconsultant to NV5, Pacific Resources Services provided labor compliance services for the University Drive Widening (from Campus Drive to MacArthur Boulevard) project, which included parkway improvements, street improvements, storm drain improvements, water improvements, and landscape and irrigation for the adjacent bike trail.
Robinson Park Rec Center Renovation
CITY OF PASADENA | PASADENA, CA
Labor Compliance. As a subconsultant to NV5, Pacific Resources Services provided labor compliance services for the renovation of Robinson Park Recreation Center. The $12.2M project consists of the demolition and reconstruction of the Recreation Center’s approximately 9,000-square-foot multipurpose room, administrative offices, commercial kitchen, open courtyard, restrooms, conference rooms, an approximately 4,900-square-foot addition of fitness and dance rooms, storage and common areas, children’s playground and an intensive structural seismic upgrade of the Recreation Center’s existing 7,300-square-foot gymnasium.
Cameron Avenue Pavement Rehabilitation
CITY OF WEST COVINA | WEST COVINA, CA
Labor Compliance. As a subconsultant to NV5, Pacific Resources Services provided labor compliance services for the rehabilitation of Cameron Avenue from Azusa Avenue to Barranca Street, approximately 7,600 LF. Improvements included reconstruction of ADA ramps and surface mounted truncated domes; reconstruction of sidewalks, driveways, and curb and gutter; reconstruction of PCC bus pad, PCC spandrel and cross gutter; full-depth roadway section reconstruction; crack sealing, edge grind and ARHM overlay; adjustment of utilities; replacement of traffic loops; and signing and striping.
RESUMES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 68 Professional Services Agreement
NV5, INC.
EXHIBIT B
APPROVED FEE SCHEDULE
(SCHEDULE OF HOURLY LABOR RATES AND REIMBURSABLE)
H. SCHEDULE OF HOURLY RATES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 21 Fee Schedule
The Schedule of Hourly Rates will remain fixed for the term of the PSA.
CONSTRUCTION SERVICES HOURLY RATE**
Project Manager $210
Senior Construction Manager $200
Construction Manager $185
Senior Office Engineer $150
Office Engineer $125
Construction Inspector $164
Construction Administration $95
REIMBURSABLE EXPENSES COST
Reproduction Cost
Consultant Services Cost + 15%
Automobile Transportation per IRS standard
Delivery, Freight, Courier Cost
Agency Fees Cost
Commercial Travel Cost
* Assumes prevailing wages are applicable for field work. ** Regular rates. Work in excess of 8 hours and work on Saturdays will be billed at 1.5 times the regular rate. Work in excess of 12 hours and work on Sundays and Holidays will be billed at 2 times the regular rate.
H. SCHEDULE OF HOURLY RATES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 22 NV5 GEOTECHNICAL FEE SCHEDULE FOR CITY OF RIVERSIDE ON-CALL PROFESSIONAL CONSULTING SERVICES
PROFESSIONAL STAFF
Personnel
Administration Staff $75.00/hr.
Field Supervisor $150.00/hr.
CQA Manager $150.00/hr.
Senior CQA Manager $170.00/hr.
Staff Engineer / Geologist $120.00/hr.
Senior Staff Engineer / Geologist $135.00/hr.
Project Manager / Engineer / Geologist $155.00/hr.
Senior Engineer / Geologist $185.00/hr.
Associate Engineer / Geologist $205.00/hr.
Senior Principal Engineer / Geologist $245.00/hr.
FIELD STAFF (Prevailing Wage)
Soil / ACI Technician I $136.00 /hr.
Field Supervisor $138.00 /hr.
ICC Special Inspector I (Concrete, Masonry, Steel, Bolt, Fireproofing) $138.00 /hr.
Certified Welding Inspector I $138.00 /hr.
NDT Technician $141.00 /hr.
Laboratory Technician (Non Field) $94.00 /hr.
Ground Penetrating Radar (Technician and Equipment) $204.00 /hr.
Coring Equipment Fee $83.00 /hr.
Torque/Pull Testing (Technician and Equipment) $149.00 /hr. "Wildcat”, 35-lb hammer Dynamic Cone Penetrometer (DCP) with tech $453.00 /hr.
Lightweight 5-lb Gas Dynamic Cone Penetrometer (DCP) equip with tech $221.00 /hr.
Seismic Refraction Survey Using Geode 24-Channel Seismodule $3,500.00 LS Fall of Potential Ground Testing (Ground Rod Test) - Initial Test $1,100.00 LS Fall of Potential Ground Testing (Ground Rod Test) - Subsequent Test $663.00 LS Sample Pick-Up (Non-Prevailing Wage) $94.00 /hr.
Nuclear Density Gauge $40.00 /day
Vehicle Fee $50.00 /day
LABORATORY FEE SCHEDULE
Asphalt Concrete
Asphalt Mix Design Review $394.00/ea.
Hveem Stability $226.00/ea.
Hveem Unit Weight Sample Requiring Compaction $210.00/ea.
Marshall Stability, Flow & Unit Weight 220.00/ea. (per test specimen) Maximum Theoretical Unit Weight (Rice) $220.00/ea.
Extraction - Ignition Oven (including gradation) $257.00/ea.
Percent Swell $168.00/ea.
Unit Wt Compacted Sample (Specific Gravity) $100.00/ea.
Aggregates
Absorption Test, Coarse Aggregate $57.00/ea.
GEOTECHNICAL FEE SCHEDULE
H. SCHEDULE OF HOURLY RATES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 23
LABORATORY FEE SCHEDULE (CONTINUED)
Absorption Test, Fine Aggregate $57.00/ea.
Clay Lumps & Friable Particles $142.00/ea.
Cleanness Value $168.00/ea.
Crushed Particles, Percent $215.00/ea.
Durability Index, Coarse Aggregate $137.00/ea.
Durability Index, Fine Aggregate $137.00/ea.
Abrasion Resistance by LA Rattler $215.00/ea.
Organic Impurities in Sand $84.00/ea.
Sieve Analysis Coarse Aggregate $105.00/ea.
Sieve Analysis Coarse & Fine Aggregate (includes Wash) $147.00/ea.
Sodium Sulfate Soundness (5 cycle test per primary size) $410.00/ea.
Specific Gravity, Fine Aggregate $100.00/ea.
Specific Gravity, Coarse Aggregate $89.00/ea.
Unit Weight (per cubic foot) Voids in Aggregate $79.00/ea.
Rock Core (Compressive Strength) $100.00/ea.
Structural/Reinforcing Steel
Headed Rebar Tensile Test - No. 8 Bar and Smaller < $121.00/ea.
Headed Rebar Tensile Test - No. 9 Bar to No. 11 $147.00/ea.
H. S. Bolt Conformance– Bolt, Nut & Washer (DSA) $504.00/ea.
Mechanically Spliced Reinforcing Steel - No. 8 Bar and Smaller < $210.00/ea.
Mechanically Spliced Reinforcing Steel - No. 9 Bar to No. 11 $226.00/ea.
Mechanically Spliced Reinforcing Steel - No. 14 $247.00/ea.
Mechanically Spliced Reinforcing Steel - Slippage $44.00/ea.
Mechanical Tests, Hardness Test, Rockwell $124.00/ea.
Prestressed Steel, Tensile Test, Strand (7-wire Coated) $247.00/ea.
Prestressed Steel, Tensile Test, Strand (7-wire Uncoated) $289.00/ea.
Reinforcing Steel, Tensile Test – No. 8 Bar and Smaller < $100.00/ea.
Reinforcing Steel, Tensile Test – No. 9 Bar to No. 11 $113.00/ea.
Reinforcing Steel, Tensile Test – No. 11 Bar and Greater > Quote Reinforcing Steel, Bend Test $79.00/ea.
Spray-applied Fireproofing Density Tests $116.00/ea.
Structural Steel, Tensile – Up to 200,000 lbs. $168.00/ea.
Structural Steel, Bend Test $110.00/ea.
Welded Specimens, Tensile Test $142.00/ea.
Chemical Analysis Quote
Machining Costs If Required $84.00/hr.
Masonry
Absorption Test, Brick $68.00/ea.
Compression Test, Composite Prism $194.00/ea.
H. SCHEDULE OF HOURLY RATES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 24
LABORATORY FEE SCHEDULE (CONTINUED)
Compression Test, Brick $58.00/ea.
Compression Test, Blocks $100.00/ea.
Compression Test, Cores (does not include Coring for samples) $84.00/ea.
Compression Test, Grout / Mortar $39.00/ea.
Masonry Block Conformance (Does not include shrinkage) $504.00/ea.
Modulus of Rupture, Brick $58.00/ea.
Moisture as Received, Brick $58.00/ea.
Saturation Coefficient Brick $58.00/ea.
Unit Weight & Absorption, Block $84.00/ea.
Efflorescence, Block or Brick Only $84.00/ea.
Linear Shrinkage $284.00/ea.
Masonry Core Shear Test $137.00/ea.
Roofing
Roofing Tile Absorption (Set of 5) $284.00/ea.
Roofing Tile Strength Test (Set of 5) $284.00/ea.
Soils
Soil Processing Fee (per sample) $23.00/ea.
Chloride Content of Soil $89.00/ea.
Consolidation (up to 9 loads) $310.00/ea.
Direct Shear (undisturbed ring specimens) $284.00/ea.
Direct Shear (remolded specimens) $331.00/ea.
Expansion Index $179.00/ea.
Proctor (per curve) - 4-inch mold $221.00/ea.
Proctor (per curve) - 6-inch mold $295.00/ea.
Rock Correction (if required) $79.00/ea.
Moisture Content / Dry Density $44.00/ea.
Organic Matter $84.00/ea.
Plasticity Index/Liquid Limit (Atterberg Limit) $168.00/ea.
R-value (minimum 3 points) $357.00/ea.
Resistivity & pH of Soil $189.00/ea.
Sand Equivalent $105.00/ea.
Sieve Analysis $140.00/ea.
Sieve Analysis, with Hydrometer $284.00/ea.
No. 200 Mesh Wash Particle Size Gradation $100.00/ea.
Sulfate Content of Soil $89.00/ea.
Thermal Resistivity of Soil (including 1 proctor curve) $1365.00/ea.
Concrete
Compression Test, 4x8 Cylinder $34.00/ea.
Compression Test, 6x12 Cylinder $36.00/ea.
Compression Test Gunite / Shotcrete, (3 Cores/Panel, Coring Included) $441.00/ea.
H. SCHEDULE OF HOURLY RATES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 25
LABORATORY FEE SCHEDULE (CONTINUED)
Compression Test, Core (incl sample prep) $84.00/ea.
Compression Test, Lightweight Concrete Fill $56.00/ea.
Compression Test, Non-shrink Grout Cubes $56.00/ea.
Concrete Flexural Test $100.00/ea.
Concrete Mix Design (revision or review) $394.00/ea.
Drying Shrinkage (3 specimens – 28 days) $394.00/ea.
Modulus of Elasticity, Static $284.00/ea.
Splitting Tensile Strength $110.00/ea.
Thermal Resistivity Testing of Concrete / FTB $509.00/ea.
Unit Weight, Lightweight Concrete Fill $84.00/ea.
GENERAL TERMS AND CONDITIONS
Testing Samples - There will be a 50% premium charge for “rush/priority” testing. This testing laboratory agrees to exercise reasonable care in obtaining, preserving and caring for the samples to be tested, but assumes no responsibility for damages, either direct or consequential, which arise or are alleged to arise from loss, damage or destruction of samples due to circumstances beyond this testing laboratory’s control.
Samples are discarded after testing unless requested otherwise in writing by the client.
Scheduling - A minimum of 24 hours’ notice is requested to schedule personnel.
Engineering Review/Report Preparation – Reasonable engineering and project management time will be included for scheduling, report review, and data evaluation.
Minimum Charges for Material Testing and Inspections – Hours will be charged upon arrival to jobsite, unless equipment from the laboratory is required, then hours will be charged portal to portal per Prevailing Wage requirements, as dictated by the Department of Industrial Relations (DIR). All rates are based upon a 4-hour minimum charge for assignments of up to 4 hours. Eight hours will be charged for work performed over 4 hours up to 8 hours. Work performed over 8 hours will be billed in one-hour increments. A 4-hour minimum will apply for unscheduled cancellations and inspection canceled after 3 p.m. the day prior to the inspection.
Per Diem and Travel Expenses – Actual Cost plus 10%
Overtime Rates – Work in excess of 8 hours in one day will be charged a premium of 1.5 times the quoted rates. Work over 40 hours in one week will be charged at 1.5 times the quoted rate. Work over 12 hours in one day or over 8 hours on the 7th consecutive day or worked holidays will be charged at 2.0 times quoted rates. NV5, Inc. observes the following holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day. Should a holiday fall on Saturday or Sunday, the closest previous or following regular work day will be observed for the holiday.
Mileage – Mileage will be charged at IRS Rate per mile.
Outside Services / Subcontractors – Cost plus 15% will be charged for any work not directly performed by NV5 or for any materials procured.
This Fee Schedule contains only the basic services performed by this office and is not a complete listing. Do not hesitate to call for a quotation or proposal if your service needs are not listed herein.
H. SCHEDULE OF HOURLY RATES
City of Pico Rivera | On-Call Construction Management and Inspection Services NV5 | 26
ON-CALL PROJECTS
Pacific Resources Services has established the following rates for projects starting January 1, 2024, through December 31, 2024.
*Rates will remain fixed during the duration of the agreement.
All hourly costs are fully burdened. There are no additional costs (such as mileage, communication, etc.) to our client.
PACIFIC RESOURCES SERVICES
LABOR RATES FROM 1/1/2024 THROUGH 12/31/2024*
Staff Hourly Rate
Benjamin Ocasio Lead Labor Compliance Analyst $146.80
Evan Ocasio Labor Compliance Analyst $124.21
Monica Mendez Lead Site Visits $101.63
Morita Capili Office Support $79.05
11421 Lambert Avenue | El Monte, CA 91732
T: (626) 800 - 4006 | F: (626) 800 -4140
Email: [email protected]
1 | Page
ON-CALL PROJECTS
Pacific Resources Services has established the following rates for projects starting January 1, 2024, through December 31, 2024.
*Rates will remain fixed during the duration of the agreement.
All hourly costs are fully burdened. There are no additional costs (such as mileage, communication, etc.) to our client.
PACIFIC RESOURCES SERVICES
LABOR RATES FROM 1/1/2024 THROUGH 12/31/2024*
Staff Hourly Rate
Benjamin Ocasio Lead Labor Compliance Analyst $146.80
Evan Ocasio Labor Compliance Analyst $124.21
Monica Mendez Lead Site Visits $101.63
Morita Capili Office Support $79.05
Professional Services Agreement
NV5, INC.
EXHIBIT C
TERMS FOR COMPLIANCE WITH CALIFORNIA LABOR LAW REQUIREMENTS
1. This Agreement calls for services that, in whole or in part, constitute “public works” as defined in Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code (“Chapter 1”). Further, Consultant acknowledges that this Agreement is subject to (a) Chapter 1 and (b) the rules and regulations established by the Department of Industrial Relations (“DIR”) implementing such statutes. Therefore, as to those Services that are “public works”, Consultant shall comply with and be bound by all the terms, rules and regulations described in 1(a) and 1(b) as though set forth in full herein.
2. California law requires the inclusion of specific Labor Code provisions in certain contracts. The inclusion of such specific provisions below, whether or not required by California law, does not alter the meaning or scope of Section 1 above.
3. Consultant shall be registered with the Department of Industrial Relations in accordance with California Labor Code Section 1725.5, and has provided proof of registration to City prior to the Effective Date of this Agreement. Consultant shall not perform work with any subconsultant that is not registered with DIR pursuant to Section 1725.5. Consultant and subconsultants shall maintain their registration with the DIR in effect throughout the duration of this Agreement. If the Consultant or any subconsultant ceases to be registered with DIR at any time during the duration of the project, Consultant shall immediately notify City.
4. Pursuant to Labor Code Section 1771.4, Consultant’s Services are subject to compliance monitoring and enforcement by DIR. Consultant shall post job site notices, as prescribed by DIR regulations.
5. Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages for each craft, classification, or type of worker needed to perform the Agreement are on file at City Hall and will be made available to any interested party on request. Consultant acknowledges receipt of a copy of the DIR determination of such prevailing rate of per diem wages, and Consultant shall post such rates at each job site covered by this Agreement.
6. Consultant shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Consultant shall, as a penalty to City, forfeit $200.00 for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for the work or craft in which the worker is employed for any public work done pursuant to this Agreement by Consultant or by any subconsultant.
Professional Services Agreement
NV5, INC.
7. Consultant shall comply with and be bound by the provisions of Labor Code Section 1776, which requires Consultant and each subconsultant to: keep accurate payroll records and verify such records in writing under penalty of perjury, as specified in Section 1776; certify and make such payroll records available for inspection as provided by Section 1776; and inform City of the location of the records.
8. Consultant shall comply with and be bound by the provisions of Labor Code seq. concerning the employment of apprentices on public works projects. Consultant shall be responsible for compliance with these aforementioned Sections for all apprenticeable occupations. Prior to commencing work under this Agreement, Consultant shall provide City with a copy of the information submitted to any applicable apprenticeship program. Within 60 days after concluding work pursuant to this Agreement, Consultant and each of its subconsultants shall submit to City a verified statement of the journeyman and apprentice hours performed under this Agreement.
9. The Consultant shall not perform Work with any Subconsultant that has been debarred or suspended pursuant to California Labor Code Section 1777.1 or any other federal or state law providing for the debarment of consultants from public works. The Consultant and Subconsultants shall not be debarred or suspended throughout the duration of this Contract pursuant to Labor Code Section 1777.1 or any other federal or state law providing for the debarment of consultants from public works. If the Consultant or any subconsultant becomes debarred or suspended during the duration of the project, the Consultant shall immediately notify City.
10. Consultant acknowledges that eight hours labor constitutes a legal day’s work. Consultant shall comply with and be bound by Labor Code Section 1810.
Consultant shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for workers who work excess hours. The Consultant shall, as a penalty to City, forfeit $25.00 for each worker employed in the performance of this Agreement by the Consultant or by any subconsultant for each calendar day during which such worker is required or permitted to work more than eight hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code section 1815, work performed by employees of Consultant in excess of eight hours per day, and 40 hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of eight hours per day at not less than one and one-half times the basic rate of pay.
11. California Labor Code Sections 1860 and 3700 provide that every employer will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, Consultant hereby certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the Professional Services Agreement
NV5, INC.