Agenda packet — Gardena City Council, May 13, 2025 (part 2 of 3)

The project scope of work for Phase II, as split into three neighborhood areas, included: 1 Kings Court Neighborhood involving 1.1 million sf of grind/cap & 1.1 million sf of slurry seal; 2 Velare Neighborhood with 260,677 sf of grind/cap & 327,499 sf of slurry seal; 3 Sabina involving 152,605 sf of grind/cap & 185,494 sf of slurry seal. Coordinating with the local residents was essential on these projects..

REFERENCE: Lorenzo Rea, Assistant Engineer, (714)765-6893, [email protected], 400 E. Vermont, Anaheim, CA. 92805 eastvale 2022 Residential Slurry Seal Project
OE provided construction inspection services on this 2022 Residential Slurry Seal project in the City of Eastvale, which entailed slurry seal in 12 zones within the City (Areas A-L). The project construction involved a whopping 3.9 million SF of Type II Slurry, crack sealing, and various striping.

REFERENCE: Jimmy Chung, PE, City Engineer - (951) 703-4470 - [email protected] - 12363 Limonite Ave., Suite 910, Eastvale, CA 91752
SECTION 1: Firm Profile and Qualifications
Request for Proposal for Construction Management and Inspection Services - Local Street Improvement 2023-2024 & 2024-2025 - JN 525 and JN 544 for The City of Gardena 4 ludy smeets, pe
construction manager
39 Years of
Experience
fields of expertise:

ROADWAY ASPHALT PAVEMENT CALTRANS WIDENING

QUALIFICATIONS
PE #37221: Registered Civil Engineer • BS: Civil Engineering, CSULB, 1979 • us army: Command & General Staff College, Ft. Leavonworth, KS, 1989 • MA: Military Science, Agricultural & Mechanics University, Texas, 1990 • APWA MEMBER: American Public Works Association ASCE MEMBER: American Society of Civil Engineers • NSPE MEMBER: National Society Professional Engineers • SAME MEMBER: Society of American Military Engineers

BACKGROUND
Ludy has over 39 years of civil engineering experience with focus on Project Management and Construction Management. He also has experience in the design of civil engineering projects such as street, sewer, water, and storm drain projects. Ludy has management level experience working in public works departments in cities throughout Southern California. His experience includes public agency budgeting, project implementation, project design, PS&E development, contract bidding, award administration, construction management and project closure reporting. He has selected, directed and managed consultants, architects and engineers as required in order to meet public works department goals and objectives. He has supervised and trained city staff junior engineers. His many responsibilities included providing project management for federally funded projects, and state funded projects.

EXPERIENCE

MARINA HILLS DRIVE REHABILITATION PROJECT, LAGUNA NIGUEL Ludy provided Construction Management services to the City of Laguna Niguel on the Marina Hills Drive Rehabilitation Project. The project limits are on Marina Hills Drive and the work entailed grinding and 2” ARHM over 1” AC overlay. Additionally, traffic signal improvements to add video detection on Marina Hills Drive at the Niguel Road and Golden Lantern intersections. Concrete improvements including curb and gutter, ramps, and sidewalks as well as adjusting utilities and striping and signing were required.

RESIDENTIAL ANNUAL RESURFACING, ZONES 3 & 4, PHASE I & II, LAGUNA NIGUEL Ludy provided Construction Management services for the City of Laguna Niguel on the Residential Annual Resurfacing Programs Zones 3 & 4 (which was split into 2 phases). This project included rehabilitating residential streets in Zones 3 and 4. Zone 3 the northeast part of the City, near the 5 freeway and the 73. Zone 4 is bound by Niguel Road to the south, Aliso Creek Road to the north, La Paz Road to the east and the City limits to the west. The work happened in two phases. Phase 1 included patching and spot repairs. Zone 3 included 114,140 square feet of patching and Oso Creek Trail added 4,800 square feet. As for Zone 4, it included 1,315 square feet of patching. Phase 2 included slurry of the streets 2,775,977 square feet of streets Zone 3 and 2,263,684 square feet in Zone 4.

MERCED AVENUE LINEAR PARK PROJECT (CIP 003), EL MONTE
Ludy provided Construction Management services to the City of El Monte on the Merced Avenue Linear Park Project, CIP 003, located on Merced Avenue between Garvey Avenue and Towneway Drive in the City of El Monte.

This project features a new linear park constructed directly within a median island along a wide residential street.

RESUMES
SECTION 1: Firm Profile and Qualifications
Request for Proposal for Construction Management and Inspection Services - Local Street Improvement 2023-2024 & 2024-2025 - JN 525 and JN 544 for The City of Gardena 5 The 1.1-acre linear park improvements included traffic calming through lane reduction, tree planting, seating, picnic areas, naturalized play and fitness equipment, sidewalk, planting areas, protective fencing, solar lighting, trash receptacles, a Class IV bikeway with bike racks, enhanced stormwater retention areas, a beautiful walking path, and major improvements to the traffic striping and signage allowing for a safe thoroughfare for pedestrians, bike riders, as well as a place for kids to play and people in general to enjoy relaxing or exercising. A new and improved water line to replace the existing 6” and 8” water mainline along the east side of Merced Avenue was also included as part of this project. Additionally, OE provided public outreach support on the project, which substantially maintained informative and always current status during the project’s construction period. This project won the 2024 APWA Best Project of the Year: Creative and Innovative Category and was funded soley through the Clean California Grant Funds and Local Funds.
2022 EASTVALE RESIDENTIAL SLURRY SEAL PROJECT, EASTVALE Ludy provided Construction Management services on this 2022 Residential Slurry Seal project in the City of Eastvale, which entailed slurry seal in 12 zones within the City (Areas A-L). The project construction involved a whopping 3.9 million SF of Type II Slurry, crack sealing, and various striping.

STREET & SLURRY SEAL REHABILITATION - PHASE III, LAGUNA BEACH Ludy lent his skills in providing full Construction Management and Inspection Services for the City of Laguna Beach on Phase III of the Street and Slurry Seal Rehabilitation Project, The project covered the span of three phases in three years. The project limits for Phase III (2019) includes two areas: Area A-Coast Royal, and Area B-South Laguna Village. These areas are in South Laguna Beach, from the neighborhoods between West Street and 10th Avenue/Sunset Avenue. The work included variable grind and overlay in some areas, and Type I Slurry Seal in other areas. The specifications also called for new traffic signal poles. Lastly, the project encompassed parkway and curb and gutter improvements, and signage and striping. Due to the residential element involved, OE provided an up-to-date informative Web Page, interactive Web Maps and a Project Hotline for affected residents, keeping them updated and informed through-out the life of the project.

SANTA ANITA ACTIVE TRANSPORTATION PROGRAM CYCLE 5 PROJECT, EL MONTe Ludy provided the City of El Monte with Inspection Services for the Santa Anita Active Transportation Program (ATP) Project, CIP No. 890. This project was funded by LACMTA Net Toll Revenue Reinvestment Grant Fund and Measure M funding, totaling $2,200,000. This project entailed cold-milling and ARHM overlay (nearly 200,000 tons). Additionally, the project included video detection and traffic signal updates, and wayfinding sign and bike rack installation at various intersections. The purpose of this project was to improve safety for all roadway users, improve conditions for non-motorized modes of travel thereby promoting pedestrian, cycle and transit use, improve neighborhood connectivity and livability, and to improve the comfort of non-motorized user traveling to and from the El Monte Transit Center and Downtown El Monte. Work was split into three segments, Class II Bike Lane Installation on Santa Anita Avenue from Tyler Avenue to Lower Azusa Road (0.53 miles), Pavement, Curb and Ramp Upgrades on Tyler Avenue from Ramona Blvd. to Santa Anita Avenue (0.97 miles), and Pavement, Curb and Ramp Upgrades on Ramona Blvd. from Santa Anita Avenue to Tyler Avenue (0.36 miles).

PHASE 3 LOCAL STREETS REHABILITATION (ZONE 24, 27, & 32), NORWALK Ludy provided Construction Management services to the City of Norwalk on the 3rd Stage of Construction of the Local Streets Rehabilitation Paving Improvements. The work included three separate City projects (No. 7924-Zone 24.

No. 7925-Zone 25, and No. 7926-Zone 32). Stage 1 of this project included concrete improvements, and OE provided CM and Inspection services for Zone 32 of that phase. Stage 3 included a variety of pavement rehabilitation methods including full-depth repair, grind and overlay, and slurry seal for Zones 24, 27, and 32. Twenty-one streets with a total of 3.6 centerline miles were included as part of this project. These limits were within the two blocks of Highdale Street between Elaine Avenue and Ibex Avenue which had a PCI rated less than 25 (very poor). The streets were also adjacent to Edmondson Elementary School, requiring careful coordination with the school. The replacement of the deteriorated pavement and accessibility ramps was important to improving the safety of the school zone and extending the useful life of the streets. The rehabilitation work involved street repaving which included curb and gutter repairs, slotted cross gutter replacements and pedestrian accessibility ramps at intersection corners to meet current standards.

ROADWAY ASPHALT PAVEMENT CALTRANS WIDENING

QUALIFICATIONS
CERTIFIED: Public Works Construction Inspector, Santiago Canyon College

BACKGROUND
Joe is a Public Works Inspector with 30 years of experience in construction as an Inspector. His typical duties have included providing daily construction reports, documenting labor and equipment on-site each day and hours worked; measuring, calculating, and recording all construction quantities, and taking work and site photos. Joe’s experience includes projects of all sizes. His accuracy and efficiency in the field ensures a successful and well-documented project, from construction through closeout. His work includes making sure that the jobsite is safe and that the contractor is efficient with his time.

EXPERIENCE
Marina Hills Drive Pavement Rehabilitation Project, laguna niguel Joe provided Construction Inspection services for the City of Laguna Niguel on the Marina Hills Drive Rehabilitation Project. The project limits were on Marina Hills Drive and the work entailed grinding and 2” ARHM over 1” AC overlay.

Additionally, traffic signal improvements to add video detection on Marina Hills Drive at the Niguel Road and Golden Lantern intersections. Concrete improvements including curb and gutter, ramps, and sidewalks as well as adjusting utilities and striping and signing were required.

Imperial Highway Pavement Rehabilitation from Valley View Avenue to Wicker Drive, La Mirada
Joe was the Construction Inspector on the Imperial Highway Pavement Rehabilitation Project for the City if La Mirada, from Valley View Avenue to Wicker Drive. This project was federally funded, This project was on Imperial Highway between Valley View Avenue and Wicker Drive. The work entailed AC pavement reconstruction, cold milling, asphalt rubber hot mix overlay, removal and replacement of damaged curb, gutter, and sidewalk. Construction also included adjustment of manholes and water valves, traffic signing, striping, markings Local Streets Rehabilitation Phase I (Concrete Improvements) Zone 3, norwalk Joe served as construction inspector on the Local Streets Rehabilitation Program Phase I (Concrete Improvements) in Zone 3, which is bound by the Union Pacific Railroad to the Northwest, the I-5 Freeway to the Northeast, Imperial Highway to the South, and Firestone Boulevard to Southwest. The project involves removal and replacement of sidewalk (3,000 SF); curb and gutter (2,600 LF); new and replacement ADA curb ramps (93 ramps and 10 truncated domes); driveway approach repairs (500 SF); cross gutter replacements (29 locations with associated curb ramps); including incidental asphalt work, utility relocations and traffic control.

Phase 6B Residential Street Rehabilitation Project, LA MIRADa Joe was the Construction Inspector on phase 6B of this Residential Street Rehabilitation Project for the City of La Mirada.

The project covered the residential area north of Biola University, bound by Biola Avenue to the west and La Mirada Boulevard to the east, and by Imperial Highway to the north. The work entailed AC pavement reconstruction, cold milling, asphalt rubber hot mix overlay, Type 2 slurry seal, removal and replacement of damaged curb, gutter, cross gutter, sidewalk and curb ramps. Construction also included adjustment of manholes and water valves, traffic signing, striping, markings.

SECTION 1: Firm Profile and Qualifications
Request for Proposal for Construction Management and Inspection Services - Local Street Improvement 2023-2024 & 2024-2025 - JN 525 and JN 544 for The City of Gardena 7 Various Streets Improvement, FY 2020-21 (CIP No. 881), montebello Joe served as construction inspector to the City of Montebello on this project. There are five street segments included in this project. These five segments are (1) Minson Way, from Sycamore Street to the Cul-Du-Sac; (2) Allston Street, from W. City Limit to W. Olympic Boulevard; (3) Medford Street, from Allston Street to 18th Street; (4) Millis Street, from Kensington Way to Medford Street; and (5) Kensington Way, from Olympic Boulevard to Allston Street.

The work included variable grind and ARHM overlay, full reconstruction for heavily deteriorated areas, construction of a concrete alley intersection, and PCC improvements covering cross gutters, sidewalk, curb and gutter, driveway approaches, curb ramps, and brick pavers.

Slurry Seal for Santa Gertrudes & Hillsborough Project (CIP 2021-07), LA MIRADa Joe was the Construction Inspector for the City of La Mirada on the Slurry Seal for Santa Gertrudes and Hillsborough Project (CIP 2021-07). The project limits are on Santa Gertrudes Avenue from Lemon Drive to La Mirada Boulevard (2.4 miles) and on Hillsborough Drive from Alicante Road to Beach Boulevard (0.9 miles). The scope of work includes Type II Slurry Seal as well as digout areas.

Neighborhood Slurry Seal-Area 1 Project -CIP No, 2019-03, LA MIRADa Joe was the Construction Inspector on this neighborhood slurry seal project for the City of La Mirada. This project covers several residential streets within the City, including the Foster Park neighborhood and Imperial Highway, Neargrove Road, Jalisco Road, Florita Road, Crestoak Drive, Gara Drive, Ashgrove Drive, Excelsior Drive, Neartree Road, Bluefield Avenue, Stanleaf Drive, Figueras Road, and San Bruno Drive. Construction included Slurry Seal (Type) of the streets and some localized repairs.

Neighborhood Slurry Seal - Area 2 (CIP #2020-03), LA MIRADa Joe provided construction inspection services on this Neighborhood Slurry Seal Project for the City of La Mirada. The limits of work included residential streets in the area south of Leffingwell Avenue, west of Santa Gertrudes Avenue, east of Telegraph Road, and north of Foster Road. The construction included 2,150 elongated tons of Type II Slurry Seal.

COLLECTOR STREET SLURRY SEAL PROJECT, LA MIRADa
Joe provided Construction Inspection services for the Collector Street Slurry Project (CIP No. 2018-09). This neighborhood slurry seal project covers collector streets within the City including Biola Avenue, Stage Road, Escalona Road, Foster Road, Adelfa Drive, and Alicante Road. The construction included 1,367 elongated tons of Type II Slurry Seal on collector streets.

LOCAL STREETS REHABILITATION PROJECT, norwalk
Joe served as the primary inspector in this Local Streets Rehabilitation Project for the City of Norwalk to rehabilitate multiple street segments within the City. Twenty-one streets with a total of 3.6 centerline miles were included as part of this project. These limits were within the two blocks of Highdale Street between Elaine Avenue and Ibex Avenue and had a PCI rated less than 25 (very poor). The streets were adjacent to Edmondson Elementary School.

The replacement of the deteriorated pavement and accessibility ramps was important to improving the safety of the school zone and extending the useful life of the streets. The rehabilitation work involved street repaving which included curb and gutter repairs, slotted cross gutter replacements and pedestrian accessibility ramps at intersection corners to meet current standards.
alondra boulevard traffic signal & roadway improvements, la mirada Joe provided construction inspection services to the City of La Mirada on the Alondra Boulevard Traffic Signal and Roadway Improvements Project which covered nearly 1.75 miles of roadway on Alondra Boulevard between Valley View Drive and Mottley Drive. The work entailed traffic signal installations and upgrades, AC pavement reconstruction, cold milling, asphalt rubber hot mix overlay, Type 2 slurry seal, removal and replacement of damaged curb, gutter, cross gutter, sidewalk and curb ramps. Construction will also include adjustment of manholes and water valves, traffic signing, striping, markings, and raised pavement markers. 55 Unique ADA Access Ramps Designs, rancho cucamonga
Joe provided construction inspection services for the City of Rancho Cucamonga on the 55 Unique ADA Access Ramps Project. This project includes approximately 55 ADA ramps which required custom designs for each ramp. The work on these ramps was completed on an expedited schedule and with short turnaround times.

PROJECT LENGTH
60 days

ESTIMATED BUDGET
$2,998,420.00

PROJECT WORK REQUIREMENTS
• Removal and Disposal of Existing Asphalt Pavement • Placement of ARHM Overlay • Slurry Seal • Adjustment of Access Openings • Reconstruciton of Curb/Gutter/Sidewalk/Cross Gutters/ADA Curb Ramps • Removal and Installation of Trees • Traffic Striping and Signage The City of Gardena is soliciting proposals from professional consultants to provide Construction Management and Inspection services for contract work on the Local Street Improvement 2023-2024 & 2024-2025 - JN 525 and JN 544 Project. The project consists of work that includes furnishing all labor, materials, tools, equipment, appurtenances and incidentals for removal and disposal of existing asphalt pavement, placement of ARHM overlay, slurry seal, adjustment of access openings, reconstruction of curb and gutter, sidewalk, cross gutters, curb ramps, removal and installation of trees, traffic striping and signage, and related work in accordance with the Plans and Specifications.

The project locations comprises of several dozen streets as shown on the map below. The project is slated for a 60 working day period at a project cost of approximately $2,998,420.00 and is expected to commence early June, 2025.

N
2 Firm Approach and Methodologies

PROJECT UNDERSTANDING
SECTION 2: Firm Approach and Methodologies
Request for Proposal for Construction Management and Inspection Services - Local Street Improvement 2023-2024 & 2024-2025 - JN 525 and JN 544 for The City of Gardena 9 project detailed SCOPE OF work
phase 1: pre-construction
1 | pre-construction meeting
Deliverables: Meeting Agenda • Meeting Minutes
The Construction Manager (CM) will arrange and conduct pre-construction meetings and answer questions for the City, additional City stakeholders, residents and businesses.

The Construction Inspector (CI) will attend pre-construction meetings and answer questions as needed. 2 | constructability review
Deliverables: Plans • Specifications Markup
The CM will review the PS&E to become familiar with the project. The CM will run the initiation of project controls at this phase as well as review and comment on the Contractor’s preliminary schedule, submittals, and notifications to utilities. The CM will arrange and conduct pre-construction meetings and answer questions from the City and businesses. The CM will meet with the CI to review the contractor’s plans for traffic control, detours, shutdowns and access for emergency vehicles. They will also review of phasing plan/sequence of work.

The CI will review the PS&E and become familiar with the Contractor’s preliminary schedule while making suggestions to the CM. The CI will also attend pre-construction meeting and answer questions as necessary.

Allows our team to convey all project specific information and key items and allows the OE team to gain a clear understanding of the project requirements and District goals.

BENEFITS
3 | rfi coordination
Deliverables: RFI Responses • RFI Log
The CM will review RFI’s, samples, shop drawings, and coordinate with the project designer for interpretation. The CM will also conduct meetings with the Contractor to discuss and resolve any RFIs.

The CI will assist with background and clarifications, and provide field data for necessary RFI information.

BENEFITS Quick & accurate responses to Contractor to minimize delays. 4 | submittal review
Deliverables: Submittal Log • Stamped Submittals • Submittal Recommendations The CM will process and track submittals, shop drawings, change orders, and revisions, and review estimates for reasonableness and cost effectiveness.

BENEFITS Checks that all contractor materials and notices comply with PS&E. phase 2: construction
5 | meetings
Deliverables: Meeting Agenda - Meeting Minutes - Weekly Statement of Calendar Working Days Report The CM will schedule and conduct weekly progress and dispute resolution meetings as necessary to discuss contract issues, procedures, progress, problems, CCOs, submittals, RFIs, deficiencies and schedules. These meetings will be conducted weekly at the initial stages, and then may transition to biweekly.

The CI will attend progress meetings to communicate, coordinate and resolve any issues that may arise at the job site.

Provides open discussion about milestones & issues which are then applied toward verifying District PS&E compliance.

BENEFITS
6 | schedule review
Deliverables: Construction Schedule Updates - 4-Week Look-Ahead Schedule The CM will review schedule updates. The CM will compare work progress with planned schedule and notify the Contractor of any slippages and pursue options to get the Contractor back on schedule. The CM will obtain weekly updates from Contractor that incorporate progress, weather delays, and CCO impacts. The CM will assist the City in negotiating time extensions and submit monthly progress reports to the City with a narrative on the progress and complete an Earned Value Analysis, and review and verify quantities of work.

The CI will review construction progress schedules regularly, verify schedules are on track, identify deviations, and ensure corrective actions are taken to bring the project back on schedule.

BENEFITS Provides a solid baseline schedule for planning and analysis of the project. 7 | monthly status reports
Deliverables: Monthly Report
The CM will prepare monthly reports highlighting project progress, CCO’s, cost issues, and schedule.

SECTION 2: Firm Approach and Methodologies
Request for Proposal for Construction Management and Inspection Services - Local Street Improvement 2023-2024 & 2024-2025 - JN 525 and JN 544 for The City of Gardena 11 8 | community coordination
Deliverables: Community Coordination Records (Includes Business Name, Contact, Phone Number & Address) - Discussion Notes, Date & Actions Taken
The CM shall serve as primary contact and authority for this task. Respond to questions and concerns of community, and coordinate with the CI to ensure project notices and signs are updated. The CM will assist the City with coordinating services of other consultants and review Public Notices to ensure accuracy and to avoid business impacts. The CM will notify the City’s Project Manager with any significant issue, and work with the CI to compile a log of all queries and discussions with business community.

The CI will work with the Contractor to update signs within project limits, and coordinate with the Contractor, safe and acceptable access to adjacent businesses during construction. The CI will coordinate the mitigation of construction impacts with all necessary parties, and ensure all Public Notices are distributed to each business affected by the project.

BENEFITS Minimizes construction impact to residents and businesses. 9 | construction inspection
Deliverables: Daily Reports - Weekly Statement of Working Days - Daily Photo Diary - Image File - Video File (emailed to City Staff at conclusion of each working day & indexed in close-out binder ) The CM will work closely with the Construction CI and review Daily Construction Reports (DCRs) provided by the CI.

The CI will prepare DCRs and WSWD, monitor compliance with City’s Construction Demolition & Recycling Ordinance, review soil compaction and materials testing certifications of compliance, coordinate with the City regarding quality of work completed, take photos and video prior, during, and after construction and prepare Daily Photo Diaries. The CI will prepare field blue-line set of drawings to incorporate Contractor record drawing markups. Lastly, assist in monthly progress payment recommendations by making measurements of bid items.

Checks active jobsite monitoring with documentation and project progress. Also, provides notes on labor, weather, progress, key items, and field observations. Clear documentation of existing condition, progress of construction, and final field conditions.

BENEFITS
10 | traffic control
Deliverables: Traffic Control Notes
The CI will coordinate with the CM and will provide inspection of traffic-related work and installations, monitor traffic control to maintain pedestrian and vehicular safety, with minimal disruption, safe access, control of traffic, and provide inspection of all traffic-related work.

BENEFITS Allows us to maintain safe traffic flows during construction.

SECTION 2: Firm Approach and Methodologies
Request for Proposal for Construction Management and Inspection Services - Local Street Improvement 2023-2024 & 2024-2025 - JN 525 and JN 544 for The City of Gardena 12 11 | job safety compliance
Deliverables: Safety Infraction Reports
The CM will work with the contractor to implement job safety procedures in compliance with CAL-OSHA requirements, and monitor Contractor’s compliance with established safety protocol.

The CI will monitor job safety procedures in compliance with CAL-OSHA, monitor the Contractor’s compliance with established safety program, document deficiencies and hazards, and investigate, report on accidents, observe construction safety, public safety and convenience, and report discovered problems to the City.

Produces a safe and successful construction project from inception to completion.

Also, verify full Federal, State and local safety standard compliance.

BENEFITS
12 | change orders
Deliverables: Change Order Notes & Recommendations
The CM will establish, implement and coordinate systems for processing all contract change orders; review and evaluate, via an independent cost estimate, cost proposals submitted by the contractor for all contract change orders; negotiate CCO and prepare using City’s standard format and give recommendations; perform quantity and cost analysis for negotiation of CCOs; analyze any additional claims and perform claims administration including monitoring, logging, and tracking claim status; & evaluate cost reduction proposals to provide recommendations to the City.

The CI will maintain data for change orders and record information regarding time of dispute, time of notification by contractor.

Provides a clear documentation review and recommendation for change orders to maximize value of contract.

BENEFITS
13 | progress payments
Deliverables: Verification of Accurately Kept Records of the Quantities Installed - Provide Feedback The CM will track quantities of work completed for progress payment, develop & implement procedures for review & process of progress payment applications, assist the City with review, certification, and process of payments. The CM will keep track of monthly progress and access the contractors’ progress payment applications. If the CM notes any discrepancies, the differences will be negotiated with the contractor before processing payments through the City’s PM.

BENEFITS Provide accurate measurements of work completed by the Contractor. 14 | labor compliance
Deliverables: Contractor Certified Payroll Pecords - Construction Manager Payroll Review Notes - Employee Interview Forms & Reports
The CM will monitor compliance with Prevailing Wages and ensure compliance with Federal Labor Laws & the Davis- Bacon Act. The CM will ensure contractors submit certified payroll reports and that labor and hours reported by the Contractor match DCRs. A brief random interview twice a month along with spot checking is what is expected.

SECTION 2: Firm Approach and Methodologies
Request for Proposal for Construction Management and Inspection Services - Local Street Improvement 2023-2024 & 2024-2025 - JN 525 and JN 544 for The City of Gardena 13 The CI will conduct field construction employee interviews and verify/document job-site posting of wage rates and labor compliance posters.

BENEFITS Checks for full grant funding compliance.
15 | materials testing
OE will coordinate with the City’s selected materials testing consultant to provide feedback and oversight. phase 3: POST-Construction
16 | FINAL WALK-THROUGH & INSPECTION
The CM will recommend and conduct a final inspection with the City Staff and project design consultant.

The CI will conduct final inspections, close-out encroachment and construction permits.

BENEFITS Confirmation to stakeholders of work having been completed. 17 | as-built plans
Deliverables: Inspector’s & Contractor’s Red-Lines - Designer Coordination Records - Final As-Built Documentation The CM will maintain as-built work records and activities during construction and will transmit Contractor and IOR red-lines for incorporation into as-built plans, review plans to ensure accuracy and quality, and deliver as-built drawings to City.

The CI will review the Contractor’s as-builts daily and verify the Contractor keeps these records up to date throughout construction, and will coordinate the preparation and submittal of as-builts.

Representation and documentation of field changes made during construction along with accurate records.

BENEFITS
18 | punch lists
Deliverables: Preliminary & Final Lists - Inspector’s Non-Compliance Notices & Notes The CM will issue preliminary and final punch lists, and monitor and follow-through with Contractor until completion of punch list items. The CM will review and distribute the CI’s notes regarding non-compliant work items and recommend mitigating procedures. The CM will also finalize the bid items, claims, change orders, punch list items, correct shop drawings, and oversee the completion of record drawings.

SECTION 2: Firm Approach and Methodologies
Request for Proposal for Construction Management and Inspection Services - Local Street Improvement 2023-2024 & 2024-2025 - JN 525 and JN 544 for The City of Gardena 14 The CI will prepare in-progress punch lists at completion of each project phase until completion. The CI will direct and notify contractors about non-compliance and correct compliance problems as discovered.

Clear communication and records to Contractor. All non-compliant items are noted and fixed prior to notice of completion.

BENEFITS
19 | non-compliance items
Deliverables: Non-Compliance Notes
The CM will review and distribute the CI’s notes regarding non-compliant work items and recommend mitigating procedures for fixing non-compliance. The CM will also finalize the bid items, claims, and change orders.

The CI will direct and notify contractors about non-compliance and correct compliance problems as discovered.
20 | completion recommendations
Deliverables: Completion Recommendations Report - Final Report of Completion The CM will evaluate completion of work and recommend final inspection. This includes preparing the Report of Expenditures Checklist and necessary attachments. The CM will also provide support for construction claims analysis and litigation and will be available for any audits including internal City audits.

The CI will provide notes and concurrence to the CM regarding completion of all field work.

BENEFITS Verifies that work items are completed as specified. 21 | project close-out binder report
Deliverables: Final Progress Payment - Notice of Completion - Project Close-Out Binder Report (to include indexes of project daily reports, progress pictures, all pertinent communications, approved materials data sheets, substitutions, traffic control plans, test & field evaluation results, and contract record changes) (1 hard copy & 1 digital copy inserted into the hard copy).

The CM will review and process request for final payment and release retention; develop a reasonable cost control system to include regular monitoring of actual costs for activities in progress and estimates for uncompleted tasks and proposed changes and identify variances between costs; file Notice of Completion; review project records; and prepare and deliver the project closeout binder report to the City.

The CI will confirm final field quantities to the CM. The CI will provide complete measurements and calculations to administer progress payments and make recommendations for payments.

SECTION 2: Firm Approach and Methodologies
Request for Proposal for Construction Management and Inspection Services - Local Street Improvement 2023-2024 & 2024-2025 - JN 525 and JN 544 for The City of Gardena 15 Quality Assurance and Quality Control (QA/QC)
Our Construction Managers (CMs) and Inspectors diligently review the contractor’s weekly and daily schedules before work begins each day. We closely coordinate with the contractor to establish a clear understanding of critical activities and the work to be inspected.

We meticulously track submittals, tests performed, samples taken, non-compliance reports, and inspection/ testing associated with non-compliant work through detailed reports.

We provide thorough quality assurance and inspections to ensure that all work meets the required standards and regulations.

We actively monitor the contractor’s Quality Control Program to maintain high standards throughout the project.

With our extensive experience in Construction Management and Inspection, we recognize that a robust QA/QC plan, implemented from the project’s onset, is key to success. At OE, we follow a comprehensive QA/QC manual that clearly defines roles, responsibilities, expectations, review requirements, and quality standards for all documents and procedures within our organization.

Our team’s expertise, honed through numerous public works construction projects in Southern California, helps keep our projects on track.

We understand the importance of comprehending the entire project timeline, from start to finish, and we excel in creating CPM schedules and managing monthly updates with the responsible agencies.

Goals for Proactively Managing Project Controls
Equip construction teams with the tools and documents needed to accurately estimate, plan, and monitor work, ensuring alignment with the project’s cost, schedule, quantities, and performance targets.

Identify opportunities and potential risks early to minimize or avoid impacts on cost, schedule, quantities, and performance. Our primary focus is on the early detection of opportunities or risks, followed by the implementation of alternative solutions to quickly address any issues.

Implement control tools and documents to support Change Management processes and the preparation/ review of change orders for approval. Our Change Management Control system provides early warning and approval control for deviations in engineering costs, material and equipment costs, and construction activities across all phases.

Enhance communication to give the City long-term visibility, enabling proactive and informed decision-making.

Our Construction Managers will hold regular meetings with the contractor to discuss the schedule’s status and identify potential roadblocks or challenges. They will promptly review each monthly update and provide feedback or acceptance upon receiving the contractor’s submittal. At the start of every project, we tailor the QA/QC program and work plan to meet the project’s specific needs.

Onward Engineering’s approach to project controls involves conscious planning and execution of the work, along with continuous monitoring of cost, schedule, quantities, and performance, to achieve estimating, cost control, and scheduling objectives.

Plan checks will check that the plans meet the 5 C’s: Consistent, Clear, Correct, Constructible, and Complete. 1 2
3 4
1 2
3 4

CONSTRUCTION MANAGEMENT & INSPECTION QA/QC
SECTION 2: Firm Approach and Methodologies
Request for Proposal for Construction Management and Inspection Services - Local Street Improvement 2023-2024 & 2024-2025 - JN 525 and JN 544 for The City of Gardena 16 orange vest - information systems & record keepping application © is a proprietary tool (web application and iOS application) which streamlines and organizes construction documents, built with the inspection team in mind. Orange Vest allows the CM and Inspector to document work in real-time, and to have field quantities, materials, labor, and equipment automatically update Quantity Sheets, Earned Value Charts, Cost Over Time Charts, Quantity Over Time Charts, and Percent Complete Over Time Charts. It also allows the team to proactively monitor bid items that are nearing 75% complete and keep track of any overages. The © application allows users to generate Field Notifications (Incident Reports), manage Punch-Lists, automatically generate Weekly Statement of Working Day reports, manage Potential Change Orders, Unit Price Change Orders, and Contract Change Orders. On the Construction Management side, it allows users to review and approve/reject submittals and respond to RFIs. list of features dashboard at a glance dashboard in-depth • Project Dashboard;
• Comprehensive Daily Reports;
• Weekly Statement Working Days;
• Product Quantities;
• Progress Payments
• Change Order with Team Data
• Project Files Accessibility
• Sign/Countersign Reports
• Field Notice/Incident Report
• Submittals & Reviews
• RFI Prepare & Response
• Project Progress Review
(ie. days remaining);
• Daily Reports Check/Count;
• Time Duration;
• Automatic Earned Value Updates;
• Weather Forecast
(hour-by-hour);
• Charting Tools.
• Cost Over Time Chart
(viewed for project as a whole, or up
to 3 bid items at a time specifically);
• Quantity Over Time Chart
(shows cumulative & day/week/
month totals as a whole or individual
bid items);
• Percent Complete Over Time Chart
(viewed for project as a whole, or up
to 3 bid items at a time specifically).
rfi module submittal module daily reporting
• Centralized Platform for Q & A;
• Direct & Immediate Response;
• Submit RFI as User or Public Link;
• Mark Normal/Expedited/Critical;
• Attach A PDF;
• Notify The CM & PM Via Email;
• Prioritize Alerts to the PM/CM;
• Automated PDF with RFI Info;
• Automatic PDF Answer Updates;
• Automatic PDF RFI Logging.
• Submit Materials & Processes;
• Re-Submit Indefinitely;
• Automatic Submittal Notifications;
• PDF Markup & Tools;
• Status Options:

Approve-No Exceptions Taken,
Approve-Make Corrections Noted,
Reject-Revise & Resubmit,
Reject-Submit Specified Item;
• Auto-Generated Cover Page;
• Submittal Tracking History;
• Digital Stamp & Signature;
• Auto-Generate PDF Submittal Log.
• Daily Inspector Information;
• Work Performed Review;
• Track Labor;
• Track Equipment;
• Track Quantities Completed;
• Potential Change Orders (PCO);
• Notes;
• Tickets;
• Punch List;
• Weekly Recap.
bid notifications project classifications notations
• Add Bid Items;
• Bid Items Pulled from Bid Sheet;
• Uploaded as a CSV file;
• Add Labor & Equipment Hours;
• Add Qty. Performed that Day.
• Assign Labor & Equipment;
• Filters Personnel & Equipment
According to Classification;
• Name & Description Entry Stored
for Later Use;
• Classification Person Search
Equipment.
• Formatting & Rearranging
Options;
• Voice-to-Text Dictation;
• Stores Notes for Referencing;
• Stores Notes for Later Editing;
• Specific Bid Item Assigning;
General Notes.
photos management quantity module quantity module breakdown • Photo Capture Capable;
• Photo Library Upload;
• Add, Caption & Arrange Photos;
• Unlimited Photo Capture;
• Select Those for Daily Reports;
• Automatic Save Remaining
Photos.
• Lists Quantities-Any Period of
Time;
• Options: Prior/To Date/Remaining;
• Drop-Down Menu of Bid Item
Breakdown.
• Lists Quantities Performed for
any Selected Period;
• Daily Breakdown of Daily Report
Location & Bid Item Details.

SECTION 2: Firm Approach and Methodologies
Request for Proposal for Construction Management and Inspection Services - Local Street Improvement 2023-2024 & 2024-2025 - JN 525 and JN 544 for The City of Gardena 17 public outreach
At OE, we believe that effective public outreach is at the heart of every successful capital improvement project. It’s not just about construction; it’s about people and communities. We know that keeping everyone informed, engaged, and supportive makes a world of difference. Minimizing disruptions, gaining public support, and maintaining a positive image throughout the project are crucial. That’s why we place a strong emphasis on public outreach. By sharing project information with those affected, we build trust and open lines of communication. This approach leads to fewer complaints, safer work environments, and a smoother construction process.

We understand the value of making the community feel involved and respected. Through proactive outreach, we turn potential challenges into opportunities for collaboration and understanding. It’s about fostering a positive experience for everyone involved and bringing the human element of our projects to life. public notices
At OE, we take pride in crafting and designing public notices (PDFs) with essential project information and updates for affected stakeholders. We handle this task on behalf of the City, ensuring that the community remains informed.

Contractors’ notices are often bland and hard to read or understand. In contrast, our notices are crafted to be clear, engaging, and informative, making sure affected stakeholders are aware of all the project details. These notices provide accessible information, helping residents stay informed about any driving or parking restrictions and other important updates. By making the community excited about the project’s outcomes, we foster a sense of involvement and cooperation, making the construction process smoother for everyone.

The purpose of this project is to rehabilitate
the distressed asphalt pavement and
concrete throughout the project limits. In
doing so, we hope to improve neighborhood
connectivity and livability; and to enhance the
comfort, safety and aesthetics of the residents and
business owners throughout the neighborhood.

The project may require a temporary closure of
certain sections of the street and limited access
during construction hours.

Zone 3...............................Summer 2023
Lower Azusa Road............Spring 2024
Arden Drive.......................Spring 2024

ROADWAY REHABILITATION
and PARKWAY IMPROVEMENTS
4,000
Square Feet

SIDEWALK
43 Count

CURB RAMPS
3,000
Linear Feet

CURB/GUTTER
and SIGNING and STRIPING UPGRADES.

PURPOSE

SCHEDULE
N SITE AREAS W Hondo Pkwy.

Santa Anita Ave.

Whitmore St.

Chico Ave.

Marybeth Ave.

Brockway Pl.

N
N
Venita St.

Gidley St.

Bisby St.

Frankmont St.

Glenfair St.

Marsen St.

Elmcrest St.

Fieldcrest St.

Haverly St.

Emery St.

Arden Dr.

Emery St. Halifax Rd.

Ranger Ave.

Whitney Dr.

Shasta Pl.

Esto Ave.

Muhall St.

Ranchito St.

El Monte Ave.

Doreen Ave.

Hickson St.

Dido St.

N
Lowe r A zusa Rd.

Peck Rd.

Durfee Ave.

El Monte
Ave.

Santa
Anita
Ave.

N
Arden Dr.

Valley Blvd.

Lowe r A zusa Rd.

A rden Way

MEETING

TO DISCUSS

UPCOMING
ZONE 3

CONSTRUCTION
PUBLIC
NOTICE
The City of El Monte would like to invite
residents and property owners in the vicinity
of the upcoming construction project in
the Zone 3 residential neighborhood to attend a
virtual public meeting. The purpose of the meeting
is to provide information and gather feedback
regarding the proposed concrete improvements
and pavement rehabilitation project in the Zone
3 residential area. The meeting will be held on
Monday, May 10th, 2023, at 7:00 pm, via Microsoft
Teams. The City staff and project engineers will
be in attendance to present the project details,
answer questions and receive comments. The City
of El Monte values your input and feedback on this
important project, and we encourage you to attend
this meeting to learn more about the project. Your
participation is essential so that the project meets
the needs and concerns of the community. Please
review the map on the flip side of this brochure to
see if your street is included in the limits of this
project.

Thank you for your participation and support.
from The City of El Monte
INVITE

CITY ADDRESS
1 Will I
Have Access Have Access to My
Driveway?
Vehicular access to driveways will
be maintained except when
necessary construction prohibits
such access for reasonable periods
with a minimum 48-hour notice.
3 What are What are
the Working the Working
Hours?
Construction hours are from:
7am to 4:30pm. These hours
are subject to change.

All parking restrictions will be limited
to a reasonable period with a 48-
hour advance notice. Information on
parking and driving restrictions will be
updated regularly and is available at:
oe-eng.com/elmontezone3 2
Are
there any there any
Parking Parking
or Street or Street
Limits?
4 Will my Will my
Trash be Trash be
Collected?
The Contractor will not schedule
any work on local/residential streets
that will prevent trash pickup on the
same day as trash collection.

Q & A
WHEN

DAY, MONTH,

YEAR, TIME
WHERE
Microsoft Teams
informative web pages
At Onward Engineering, we design and maintain informative web pages hosted on a separate sub-domain linked directly to the City’s website. This approach allows us to efficiently produce and update all public notices (PDFs), project information, updates, and dynamic maps without burdening City resources. Our web pages feature enhanced public notices prepared for the contractor on behalf of the City. These notices are crafted to be clear, engaging, and easy to understand, ensuring residents are well-informed about the project. The web pages provide a convenient way for residents to access important information, follow driving or parking restrictions, and stay updated on the project’s progress. By making information readily accessible, we help the community stay involved and excited about the project’s outcomes.

SECTION 2: Firm Approach and Methodologies
Request for Proposal for Construction Management and Inspection Services - Local Street Improvement 2023-2024 & 2024-2025 - JN 525 and JN 544 for The City of Gardena 18 telephone hotline
Onward Engineering provides the City with a dedicated telephone hotline for the entire project lifecycle. This hotline allows for easy tracking, generation, and saving of call logs, including caller information, time of call, and voice-mail.

When callers use the hotline, they are greeted by a brief pre-recorded introduction followed by a vocalized menu offering helpful project information such as street closures, parking restrictions, and schedule changes. Callers also have the option to be routed to a specific staff member for more detailed assistance. Our hotline system is customizable and works seamlessly even if different phases of the project are handled by various consultants, as the contact person can be updated as needed. This system reduces headaches for the City and provides peace of mind to the community, ensuring that they can voice their concerns and obtain information with a simple phone call.

Dynamic maps
At OE, we have the tools and expertise to create interactive and dynamic maps that keep the public informed.

Stakeholders can access these maps online to get real-time updates on detours, phasing, temporary parking, street closures, and general project limits. Our Construction Managers communicate changes to the schedule in real-time, allowing us to update the site before the contractor even leaves for the day. We manage and update the site and its content in real-time, in accordance with City requirements. This approach provides the City with convenient, easyto-access content for oversight and allows for the effective dissemination of valuable information to the community.

Our dynamic maps ensure that everyone stays informed and up-to-date on all aspects of the project.

To view project pages and map, please visit:
www.oe-eng.com/dbarea5
FEES
Request for Proposal for Construction Management and Inspection Services - Local Street Improvement 2023-2024 & 2024-2025 - JN 525 and JN 544 for The City of Gardena 19

FEE PROPOSAL
FOR THE LOCAL STREET IMPROVEMENT 2023-2024 & 2024-2025 - JN 525 AND JN 544 PROJECT for the
The above fees are for the project duration of 60 days.

OE pays all Construction Inspectors prevailing wage rates in compliance with the requirements set forth by the Department of Industrial Relations (DIR) State prevailing wages under Labor Code § 1770 et seq. Labor Code §§ 1775 and 1777.7 along with the Davis-Bacon and Related Acts (DBRA) under the standards of the Community Development Block Grant (CDBG) funding as administered by the U.S. Housing and Urban Development (HUD) Department. task # task name
construction
manager
$180.00 hourly
construction
inspector
$140.00 hourly
admin/public
outreach
$95.00 hourly
OE
total
hours
Grand
Total
Cost
1 PRE-CONSTRUCTION

1.1 Pre-construction Meeting 6 2 2 10 $1,550.00

1.2 Constructability Review 8 8 16 $2,560.00

1.3 RFI Coordination 12 12 $2,160.00
Pre-Construction Sub-Total 26 10 2 38 $6,270.00
2 CONSTRUCTION

2.1 Construction Management 150 150 $27,000.00

2.2 Labor Compliance 24 24 $4,320.00

2.3 Construction Inspection 480 480 $67,200.00

2.4 Public Outreach 24 24 $2,280.00
Construction Sub-Total 174 480 24 678 $100,800.00
3 POST-CONSTRUCTION

3.1 Punchlist Preparation 2 2 4 $640.00

3.2 Final Walkthrough 6 6 12 $1,920.00

3.3 Final Payment Recommendation 2 2 $360.00

3.4 Prepare and Deliver Project Files 4 4 8 $1,280.00
Post-Construction Sub-Total 14 12 26 $4,200.00
GRAND TOTALS 214 502 26 742 $111,270.00
Consultant Agreement with Terracon Consultants, Inc Page 1

CITY OF GARDENA

CONSULTANT AGREEMENT WITH

TERRACON CONSULTANTS, INC
This Agreement is entered into this 10th day of September, 2024, by and between the City of Gardena, a municipal corporation (“City”) and Terracon Consultants, Inc, a DE Corporation (“Consultant”). Based on the mutual promises and covenants contained herein, the Parties hereto agree, as follows.

1. RECITALS. This Agreement is made and entered into with respect to the following facts:

A. Whereas, City is desirous of obtaining the as-needed professional on-call consultant services in the following category or categories:
• Geotechnical Engineering, Geology and Material Testing

B. Whereas, Consultant has represented that it is qualified by virtue of experience, training, education and expertise to accomplish these services; and
C. Whereas, City has determined that the public interest, convenience and necessity require the execution of this Agreement; and
D. Whereas, no official or employee of City has a financial interest, within the provisions of sections 1090-1092 of the California Government Code, in the subject matter of this Agreement.

NOW, THEREFORE, for and in consideration of the mutual covenants and conditions contained herein, the parties hereby agree as follows:

2. TERM OF AGREEMENT. This Agreement shall commence upon execution and shall continue until September 9, 2027 (3-yr term), with an option to extend for one additional two-year at City’s discretion, unless earlier terminated as provided below.

A. Either party may terminate this Agreement, without cause, by giving thirty (30) days written notice to the other party.

B. City may terminate this Agreement for cause by giving thirty (30) days written notice to Consultant. Lack of funding shall be considered cause for terminating this Agreement.

C. Upon termination, Consultant shall: (1) promptly discontinue all services affected, unless the notice directs otherwise; and (2) promptly deliver to City all data, reports, estimates, summaries, and such other information and materials as may have been accumulated or prepared to date by Consultant in performing the services under this Agreement, whether completed or in Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with Terracon Consultants, Inc Page 2 progress. Consultant shall be entitled to reasonable compensation for the services it performs up to the date of termination; however, if the Agreement is terminated by City for cause, other than lack of funding, or by Consultant without cause, City shall be entitled to deduct any costs it incurs payment to another consultant for Services, which duplicate Consultant’s Services to date. In the event of termination for other than cause attributable to Consultant, Consultant shall be deemed released for liability for any work assigned but not completed as of the effective date of termination.

3. SERVICES. Consultant agrees to provide the services as specified in the City’s Request for Qualification (“RFQ”), Exhibit A, attached hereto and incorporated herein by this reference (“services”). Unless otherwise specified herein, Consultant shall, at its sole cost and expense, furnish all facilities, equipment and personnel which may be required for providing the Services pursuant to this Agreement.

4. ADDITIONAL SERVICES. If City determines that additional services are required to be provided by Consultant in addition to the Services set forth above, City shall authorize Consultant to perform such additional services in writing (“Additional Services”). Such Additional Services shall be specifically described and approved by City in writing prior to the performance thereof. Consultant shall be compensated for such Additional Services in accordance with the agreed upon charges therefore as set forth in the written authorization. No compensation shall be paid to Consultant for Additional Services which are not specifically approved by City in writing.

5. CONSULTANT’S PROPOSAL. This Agreement shall include Consultant’s Response to City’s RFQ, also known as the Statement of Qualifications (SOQ), which is incorporated herein as Exhibit B. In the event of any inconsistency between the terms of the proposal and this Agreement, it shall be resolved by giving precedence in the following order: (a) The Agreement (b) Exhibit A (c) Exhibit B.

6. PERSONNEL. City has relied upon the professional training and ability of Consultant to perform the services hereunder as a material inducement to enter into this Agreement. Consultant shall provide properly skilled professional and technical personnel to perform all services under this Agreement. In the event that City, in its sole discretion, at any time during the term of this Agreement, desires the removal of any person or persons assigned by Consultant to perform Services pursuant to this Agreement, Consultant shall remove any such person immediately upon receiving notice from City. During the term of this Agreement, Consultant shall provide the services specified in the proposal. Such individual(s) shall not be replaced without the prior written consent of City.

7. PERFORMANCE BY CONSULTANT. Consultant shall maintain or exceed the level of competency presently maintained by other similar practitioners in the State of California, for professional and technical soundness, accuracy and adequacy of all work, advice and material furnished under this Agreement.

8. TIMING OF PERFORMANCE. Time is of the essence with respect to Consultant’s performance of the Services required by this Agreement. Consultant shall diligently Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with Terracon Consultants, Inc Page 3 and timely pursue and complete the performance of the Services required of it by this Agreement. City, in its sole discretion, may extend the time for performance of any Service.

9. MONITORING OF CONSULTANT. Consultant’s performance of this Agreement shall be continuously monitored by the Public Works Director/City Engineer.

Consultant shall be notified in writing of any deficiency in the performance of this Agreement in a timely manner by the Public Works Director/City Engineer.

Consultant shall have five (5) business days from receipt of the notification to cure any deficiency to the reasonable satisfaction of the Public Works Director/City Engineer. All costs for such corrections shall be borne by Consultant and shall not increase Consultant’s fees due hereunder. Should the Public Works Director/City Engineer determine that Consultant has not performed its obligation as stated in this Agreement in a satisfactory manner, City may terminate this Agreement for cause as specified in Section 2 above.

10.COMPENSATION. Consultant shall be compensated as follows:

A. Amount. City shall compensate Consultant for services rendered pursuant to this Agreement at the rate specified in the attached fee schedule set forth in Exhibit B. Consultant’s total compensation shall be based on each proposal the consultant submits and the City accepts for the services requested on a particular project.

B. Invoices and Payment. Payment by City to Consultant shall be made upon receipt and approval of invoices for Services rendered. For payment to be made, Consultant’s invoice must include an itemization as to the services rendered, date(s) of service, direct and/or subcontract costs and be submitted on an official letterhead or invoice with Consultant’s name, address, and telephone number referenced. City shall review the invoices to determine whether services performed, and documents submitted are consistent with this Agreement. Payment shall be made within forty-five (45) days following receipt of the invoice or City shall provide Consultant with a written statement objecting to the charges and stating the reasons therefor.

Payment by City under this Agreement shall not be deemed a waiver of defects, even if such defects were known to City at the time of payment.

C. Expenses. Consultant shall not be entitled to any additional compensation for expenses.

11.INSURANCE REQUIREMENTS.

A. Commencement of Work. Consultant shall not commence work under this Agreement until it has obtained City approved insurance. Before beginning work hereunder, during the entire period of this Agreement, for any extensions hereto, and for periods after the end of this Agreement as may be indicated below, Consultant must have and maintain in place all of the insurance coverages required in this Section. Consultant’s insurance shall Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with Terracon Consultants, Inc Page 4 comply with all items specified by this Agreement. Any subcontractors shall be subject to all the requirements of this Section and Consultant shall be responsible to obtain evidence of insurance from each subcontractor and provide it to City before the subcontractor commences work. Alternatively, Consultant’s insurance may cover all subcontractors.

B. Insurance Company Requirements. All insurance policies used to satisfy the requirements imposed hereunder shall be issued by insurers admitted to do business in the State of California. Insurers shall have a current Best’s rating of not less than A-:VII, unless otherwise approved by City.

C. Coverages, Limits and Policy Requirements. Consultant shall maintain the types of coverages and limits indicated below:

1. Commercial General Liability Insurance – a policy for occurrence coverage for bodily injury, personal injury and property damage, with coverage at least as broad as Insurance Services Office Form CG 00 01, with no special limitations affecting City. The limit for all coverage under this policy shall be no less than one million dollars ($1,000,000.00) per occurrence.

2. Commercial Auto Liability Insurance – a policy including all coverages provided by and to the extent afforded by Insurance Services Office form CA 0001, including Symbol 1 (any auto) with no special limitations affecting City. The limit for bodily injury and property damage liability shall be no less than one million dollars ($1,000,000.00) per accident.

3. Worker’s Compensation and Employers Liability Insurance – a policy which meets all statutory benefit requirements of the Labor Code, or other applicable law, of the State of California. The minimum coverage limits for said insurance shall be no less than one million dollars per claim. The policy shall be issued by an insurance company which is admitted to do business in the State of California and shall contain a clause that the policy may not be canceled without thirty (30) days prior written notice, return receipt requested, is mailed to City.

4. Professional Errors & Omissions (“E&O”) – a policy with minimum limits of not less than One Million Dollars ($1,000,000.00), combined single limits, per occurrence and aggregate. Architects’ and engineers’ coverage shall be endorsed to include contractual liability.

If the policy is written as a “claims made” policy, the retro date shall be prior to the start of the contract work. Consultant shall obtain and maintain, said E&O liability insurance during the life of this Agreement and for three years after completion of the work hereunder. This policy shall be issued by an insurance company which is admitted to do business in the State of California.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with Terracon Consultants, Inc Page 5

5. Policy Requirements. The policies set forth above shall comply with the following, as evidenced by the policies or endorsements to the policies:
a. Additional insureds: “The City Gardena and its elected and appointed boards, officers, officials, agents, employees, and volunteers are additional insureds with respect to: liability arising out of activities performed by or on behalf of the Consultant pursuant to its contract with the City; products and completed operations of the Consultant; premises owned, occupied or used by the Consultant; automobiles owned, leased, hired, or borrowed by the Consultant.”
b. Notice: “Said policy shall not terminate, be suspended, or voided, nor shall it be cancelled, nor the coverage or limits reduced, until thirty (30) days after written notice is given to City.” c. Other insurance: “The Consultant’s insurance coverage shall be primary insurance as respects the City of Gardena, its officers, officials, agents, employees, and volunteers. Any other insurance maintained by the City of Gardena shall be excess and not contributing with the insurance provided by this policy.” d. Any failure to comply with the reporting provisions of the policies shall not affect coverage provided to the City of Gardena, its officers, officials, agents, employees, and volunteers. e. The Consultant’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer’s liability.

D. Additional Requirements. The procuring of such required policies of insurance shall not be construed to limit Consultant’s liability hereunder nor to fulfill the indemnification provisions and requirements of this Agreement.

There shall be no recourse against City for payment of premiums or other amounts with respect thereto. City shall notify Consultant in writing of changes in the insurance requirements. If Consultant does not deposit copies of acceptable insurance policies or endorsements with City incorporating such changes within sixty (60) days of receipt of such notice, Consultant shall be deemed in default hereunder.

E. Deductibles. Any deductible or self-insured retentions over $25,000 per occurrence must be declared to and approved by City. Any deductible exceeding an amount acceptable to City shall be subject to the following changes: either the insurer shall eliminate or reduce such deductibles or selfinsured retentions with respect to City, its officers, employees, agents and volunteers (with additional premium, if any, to be paid by Consultant); or Consultant shall provide satisfactory financial guarantee for payment of Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with Terracon Consultants, Inc Page 6 losses and related investigations, claim administration and defense expenses.

F. Verification of Compliance. Consultant shall furnish City with original policies or certificates and endorsements effecting coverage required by this Agreement. The endorsements are to be signed by a person authorized by the insurer to bind coverage on its behalf. All endorsements are to be received and approved by City before work commences. Not less than fifteen (15) days prior to the expiration date of any policy of insurance required by this Agreement, Consultant shall deliver to City a binder or certificate of insurance with respect to each renewal policy, bearing a notation evidencing payment of the premium therefor, or accompanied by other proof of payment satisfactory to City. Consultant shall provide full copies of any requested policies to City within three (3) days of any such request by City.

G. Termination for Lack of Required Coverage. If Consultant, for any reason, fails to have in place, at all times during the term of this Agreement, including any extension hereto, all required insurance and coverage, City may immediately obtain such coverage at Consultant’s expense and/or terminate this Agreement.

H. Non-Limiting. Nothing in this Section shall be construed as limiting in any way, the indemnification provision contained in this Agreement, or the extent to which Consultant may be held responsible for payments of damages to persons or property.

12.INDEMNIFICATION. Consultant agrees to defend, indemnify, hold free and harmless the City, its elected officials, officers, agents, employees and volunteers, at Consultant’s sole expense, from and against any and all claims, actions, suits or other legal proceedings brought against the City, its elected officials, officers, agents, employees and volunteers arising out of the performance of the Consultant, its employees, and/or authorized subcontractors, of the work undertaken pursuant to this Agreement. The defense obligation provided for hereunder shall apply without any advance showing of negligence or wrongdoing by the Consultant, its employees, and/or authorized subconsultants, but shall be required whenever any claim, action, complaint, or suit asserts as its basis the negligence, errors, omissions or misconduct of the Consultant, its employees, and/or authorized subconsultants, and/or whenever any claim, action, complaint or suit asserts liability against the City, its elected officials, officers, agents, employees and volunteers based upon the work performed by the Consultant, its employees, and/or authorized subconsultants under this Agreement, whether or not the Consultant, its employees, and/or authorized subconsultants are specifically named or otherwise asserted to be liable.

Notwithstanding the foregoing, the Consultant shall not be liable for the defense or indemnification of the City for claims, actions, complaints or suits arising out of the sole negligence or willful misconduct of the City. Notwithstanding the foregoing, to the extent Consultant’s services are subject to Civil Code Section 2782.8, the above indemnity and defense shall be limited to the extend required by Civil Code Section 2782.8, to claims that arise out of, pertain to, or relate to the negligence, Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with Terracon Consultants, Inc Page 7 recklessness, or misconduct of Consultant. This provision shall supersede and replace all other indemnity provisions contained either in the City’s specifications or Consultant’s Proposal, which shall be of no force and effect.

13.COOPERATION. In the event any claim or action is brought against City relating to Consultant’s performance or services rendered under this Agreement, Consultant shall render any reasonable assistance and cooperation which City might require.

14.INDEPENDENT CONTRACTOR. Consultant is and shall be acting at all times as an independent contractor and not as an employee of City. Consultant shall have no power to incur any debt, obligation, or liability on behalf of City or otherwise act on behalf of City as an agent. Neither City nor any of its 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, or in any manner, represent that it or any of its agents or employees are in any manner agents or employees of City.

Consultant shall secure, at its sole expense, and be responsible for any and all payment of Income Tax, Social Security, State Disability Insurance Compensation, Unemployment Compensation, and other payroll deductions for Consultant and its officers, agents, and employees, and all business licenses, if any are required, in connection with the services to be performed hereunder. Consultant shall indemnify and hold City harmless from any and all taxes, assessments, penalties, and interest asserted against City by reason of the independent contractor relationship created by this Agreement. Consultant further agrees to indemnify and hold City harmless from any failure of Consultant to comply with the applicable worker’s compensation laws. City shall have the right to offset against the amount of any fees due to Consultant under this Agreement any amount due to City from Consultant as a result of Consultant’s failure to promptly pay to City any reimbursement or indemnification arising under this paragraph.

15.PERS ELIGIBILITY INDEMNIFICATION. In the event that Consultant or any employee, agent, or subcontractor 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 subcontractors, 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 subcontractors 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.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with Terracon Consultants, Inc Page 8

16.NON-LIABILITY OF CITY. No official, employee, agent or volunteer of City shall be personally liable for any default or liability under this Agreement.

17.OWNERSHIP OF WORK PRODUCT. All documents or other information created, developed, or received by Consultant shall, for purposes of copyright law, be deemed works made for hire for City by Consultant as City employee(s) for hire and shall be the sole property of City. Consultant shall provide City with copies of these items upon demand, and in any event, upon termination or expiration of this Agreement.

18.CONFIDENTIALITY CLAUSE. Consultant acknowledges that some of the material and information that may come into its possession or knowledge in connection with this Agreement or its performance may consist of information that is exempt from disclosure to the public or other unauthorized persons under either state or federal (“Confidential Information”). Confidential Information includes, but is not limited to, names, addresses, Social Security numbers, e-mail addresses, telephone numbers, financial profiles, credit card information, driver's license numbers, medical data, law enforcement records, agency source code or object code, agency security data, or information identifiable to an individual that relates to any of these types of information. Consultant agrees to hold Confidential Information in strictest confidence and not to make use of Confidential Information for any purpose other than the performance of this Agreement, to release it only to authorized employees or Sub-consultants requiring such information for the purposes of carrying out this Agreement, and not to release, divulge, publish, transfer, sell, disclose, or otherwise make the information known to any other party without City's express written consent or as provided by law. Consultant agrees to release such information or material only to employees or Sub-consultants who have signed a nondisclosure agreement, the terms of which have been previously approved by City. Consultant agrees to implement physical, electronic, and managerial safeguards to prevent unauthorized access to Confidential Information.
"Personal information" including, but not limited to, "Protected Health Information" (PHI) under Health Insurance Portability And Accountability Act (HIPAA), individuals' names, addresses, phone numbers, birth dates, and social security numbers collected, used, or acquired in connection with this Agreement shall be protected against unauthorized use, disclosure, modification or loss.

HIPAA establishes national minimum standards for the use and disclosure of certain health information. The Consultant must comply with all HIPAA requirements and rules when determined applicable by the City. If City determines that (1) City is a "covered entity" under HIPAA, and that (2) Consultant will perform "business associate" services and activities covered under HIPAA, then at City's request, Consultant agrees to execute City's Agreement in compliance with HIPAA.

Consultant shall ensure its directors, officers, employees, Sub-consultants or agents use personal information solely for the purposes of accomplishing the services set forth herein. Consultant and its Sub-consultants agree not to release, divulge, Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with Terracon Consultants, Inc Page 9 publish, transfer, sell or otherwise make known to unauthorized persons personal information without the express written consent of the City or as otherwise required by law.

Any breach of this provision may result in termination of the Agreement and demand for return of all personal information. Moreover, Consultant will indemnify and hold the City harmless from and against all losses and damages resulting from any unauthorized or improper disclosure, dissemination or use of the information as a result, in whole or in part, of Consultant’s action or inaction.

19.NONUSE OF INTELLECTUAL PROPERTY OF THIRD PARTIES. Contractor shall not use, disclose or copy any intellectual property of any third parties in connection with work carried out under this Agreement, except for intellectual property for which Contractor has a license. Contractor shall indemnify and hold City harmless against all claims raised against City based upon allegations that Contractor has wrongfully used intellectual property of others in performing work for City, or that City has wrongfully used intellectual property developed by Contractor pursuant to this Agreement.

20.WAIVER OR BREACH. No waiver of any provision of this Agreement shall be deemed, or shall constitute, a waiver of any other provision, whether or not similar, nor shall any such waiver constitute a continuing or subsequent waiver of the same provision. No waiver shall be binding, unless executed in writing by the party making the waiver.

21.COMPLIANCE WITH LAWS. Consultant warrants that it shall perform the services required by this Agreement in compliance with all applicable Federal and California employment laws, including, but not limited to, those laws related to minimum hours and wages; occupational health and safety; fair employment and employment practices; workers’ compensation insurance and safety in employment; and all other Federal, State and local laws and ordinances applicable to the services required under this Agreement. Consultant shall indemnify and hold harmless City from and against all claims, demands, payments, suits, actions, proceedings, and judgments of every nature and description including attorneys’ fees and costs, presented, brought, or recovered against City for, or on account of any liability under any of the above-mentioned laws, which may be incurred by reason of Consultant’s performance under this Agreement.

22.CONFLICT OF INTEREST AND REPORTING. Consultant shall at all times avoid conflicts of interest or the appearance of a conflict of interest in the performance of this Agreement. If required, Consultant shall comply with the City’s Conflict of Interest reporting requirements. Consultant understands that pursuant to Gardena Municipal Code sections 2.24.020H and 2.24.025G, it is forbidden to make any contribution to a candidate or committee of a candidate for a municipal office of the City, or to an officeholder, until the completion of services to be performed under this Agreement.

23.NON-DISCRIMINATION. Consultant covenants there shall be no discrimination Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with Terracon Consultants, Inc Page 10 based upon race, color, creed, religion, sex, marital status, age, handicap, national origin, or ancestry, in activity pursuant to this Agreement.

24.FORCE MAJEURE. Consultant shall not be in default for failing to perform in accordance with the terms of this Agreement if such failure arises out of causes beyond the control and without the fault or negligence of Consultant.

25. ASSIGNMENT. Consultant shall not assign or subcontract any of its obligations pursuant to this Agreement, nor any part thereof, except for any monies due the Consultant, without the prior written consent of City. Such consent by City shall not be unreasonably withheld. Consultant shall be fully responsible to City for all work performed by assignees or subcontractors.

26. NOTICES. Whenever it shall be necessary for either party to serve notice on the other respecting this Agreement, such notice shall be in writing and shall be given by personal service upon the party to be notified, or by deposit of the same in the custody of the United States Postal Service, postage prepaid, addressed to the party to be notified as follows:

To City: City of Gardena
1700 West 162nd Street
Gardena, California 90247
Attn: Allan Rigg
Director of Public Works/City Engineer
To Consultant: Terracon Consultants, Inc
145 W. Walnut St.

Gardena, CA 90248
Attn: Josh Morgan
Principal
Notices shall be deemed to have been served upon the date of personal service or three (3) working days after the same has been deposited in the United States Postal Service.

27.LICENSED STATUS. Consultant shall, at all times during the term of this Agreement, have in full force and effect, all licenses required of it by law, including, but not limited to, a City Business License.

28.FAMILIARITY WITH WORK. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) it has investigated the site of the work and is aware of all conditions there; and (3) it understands the difficulties and restrictions of the work under this Agreement. Should Consultant discover any conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform City and shall not proceed, except at Consultant’s own risk, until written instructions are received from City.

29.PUBLIC RECORD ACT DISCLOSURE. Consultant has been advised and is aware Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with Terracon Consultants, Inc Page 11 that this Agreement and all reports, documents, information and data, including, but not limited to, computer tapes, discs or files furnished or prepared by Consultant, or any of its subcontractors, pursuant to this Agreement and provided to City may be subject to public disclosure as required by the California Public Records Act (California Government Code section 7920.000 et seq.). Exceptions to public disclosure may be those documents or information that qualify as trade secrets, as that term is defined in the California Government Code section 7924.510, and of which Consultant informs City of such trade secret. The City will endeavor to maintain as confidential all information obtained by it that is designated as a trade secret. The City shall not, in any way, be liable or responsible for the disclosure of any trade secret including, without limitation, those records so marked if disclosure is deemed to be required by law or by order of the Court.

30.MAINTENANCE OF RECORDS. Consultant shall maintain for a minimum of three (3) years from the completion date of the Services under this Agreement, the following records:

A. All accounts and records, including personnel, property and financial, adequate to identify and account for all costs pertaining to this Agreement and assume proper accounting for all funds;
B. Records which establish that Consultant and all subcontractors who render Services under this Agreement are in full compliance with the requirements of this Agreement and all federal, state and local laws and regulations; C. Any additional records deemed necessary by City to assume verification of full compliance with this Agreement.

D. The aforementioned records shall be made available to City or any authorized representative thereof upon request for audit.

31.BINDING EFFECT. This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the parties hereto.

32.GOVERNING LAW. This Agreement shall be interpreted and construed according to the laws of the State of California. Any action commenced about this Agreement shall be filed in the appropriate branch of the Los Angeles County Municipal or Superior Court.

33.SECTION HEADINGS. The Section headings used in this Agreement are for reference purposes only and shall have no binding effect.

34.AUTHORITY TO EXECUTE. The persons executing this Agreement on behalf of the parties warrant that they are duly authorized to execute this Agreement.

35.ATTORNEY’S FEES. In the event that legal action is necessary to enforce the provisions of this Agreement, or to declare the rights of the parties hereunder, the parties agree that the prevailing party in the legal action shall be entitled to recover Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with Terracon Consultants, Inc Page 12 attorney’s fees and court costs from the opposing party.

36.PREPARATION OF AGREEMENT. Each party acknowledges that it has had an adequate opportunity to review each and every provision in this Agreement and to submit the same to counsel and other consultants for review and comment and that the parties jointly drafted this Agreement. No provision of this Agreement or any Assignment shall be construed more strictly against one party than the other party by reason that one or the other party proposed, drafted or modified such provision or any other existing or proposed provision.

37.SEVERABILITY. If any term or portion of this Agreement is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Agreement shall continue in full force and effect.

38.ENTIRE AGREEMENT. This Agreement contains the entire understanding between City and Consultant. Any prior agreement, promises, negotiations or representations not expressly set forth herein are of no force or effect. Subsequent modifications to this Agreement shall be effective only if in writing and signed by both parties. This Agreement may be signed by the parties hereto in separate counterparts, including both counterparts that are executed on paper and counterparts that are in the form of electronic signatures. Electronic signatures include facsimile or email electronic signatures. Each executed counterpart shall be deemed an original. All counterparts, taken together, constitute the executed Agreement. If any term, condition or covenant of this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions of this Agreement shall be valid and binding.

39.ELECTRONIC SIGNATURE. The parties hereby acknowledge and agree that electronic records and electronic signatures, as well as facsimile signatures, used in connection with the execution of this Agreement and electronic signatures, facsimile signatures or signatures transmitted by electronic mail in so-called pdf format shall be legal and binding and shall have the same full force and effect as if a paper original of this Agreement had been delivered and had been signed using a handwritten signature. City and Consultant (i) agree that an electronic signature, whether digital or encrypted, of a party to this Agreement is intended to authenticate this writing and to have the same force and effect as a manual signature, (ii) intend to be bound by the signatures (whether original, faxed or electronic) on any document sent or delivered by facsimile or, electronic mail, or other electronic means, (iii) are aware that the other party will reply on such signatures, and (iv) hereby waive any defenses to the enforcement of the terms of this Agreement based on the foregoing forms of signature. If this Agreement has been executed by electronic signature, all parties executing this document are expressly consenting under the United States Federal Electronic Signatures in Global and National Commerce Act of 2000 ("E-SIGN") and California Uniform Electronic Transactions Act ("UETA")(Cal. Civ. Code § 1633.1, et seq.), that a signature by fax, email or other electronic means shall constitute an Electronic Signature to an Electronic Record under both E-SIGN and UETA with respect to this specific transaction.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with Terracon Consultants, Inc Page 13 IN WITNESS WHEREOF, City and Consultant have executed this Agreement as of the date first hereinabove set forth.

CITY OF GARDENA CONSULTANT – Terracon Consultants, Inc
________________________________ _________________________________ Tasha Cerda, Mayor Name
ATTEST:

Sign:_____________________________
Title:
________________________________
Mina Semenza, City Clerk _________________________________ Name
APPROVED AS TO FORM:

Sign:_____________________________
Title:

Carmen Vasquez, City Attorney
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Chief Financial Officer
Donald J. Vrana
Fred Buhamdan
Vice President
Exhibit A
Request for Qualifications (RFQ)
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196

CITY OF GARDENA

PUBLIC WORKS DEPARTMENT

REQUEST FOR QUALIFICATIONS (RFQ)
FOR

GENERAL CIVIL ENGINEERING DESIGN, CONSTRUCTION

MANAGEMENT & INSPCTION, TRAFFIC ENGINEERING,

ARCHITECTURE AND LANDSCAPE ARCHITECTURE,

GEOTECHNICAL ENGINEERING/GEOLOGY AND MATERIAL

TESTING, AND STAFF AUGMENTATION
ON‐CALL PROFESSIONAL SERVICES:

MAY 2024
Memoranda:

Qualifications Due: Thursday, June 13, 2024, 2:00 p.m. PST.

City of Gardena Public Works Department: (310) 217‐9568 Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196

TABLE OF CONTENTS
SECTION I NOTICE OF REQUEST FOR QUALIFICATIONS…………………….…………………….. 1 SECTION II SCOPE OF SERVICES/SCOPE OF WORK………………………………….………………… 3 SECTION III SUBMITTAL REQUIREMENTS…………………………………………………….……………. 7 SECTION IV FEE SCHEDULE………………………………………………………………………..…..…………. 8 SECTION V SELECTION/EVALUATION CRITERIA…………………………………………….………….. 8 SECTION VI GENERAL CONDITIONS……………………………………………………………..……….….. 9 SECTION VII AGREEMENT AND INSURANCE……………………………………………………......….... 9 SECTION VIII APPENDIX “A” Gardena Standard Professional Services Agreement…………….……………… 10 Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 1 | Page

SECTION I

NOTICE OF REQUEST FOR QUALIFICATIONS
On-Call Professional Engineering, Architecture, and/or Landscape Architecture Services NOTICE IS HEREBY GIVEN that the City of Gardena is requesting Statements of Qualifications (SOQ) from professional engineering, architecture, and/or landscape architecture consulting firms to provide on-call services related to our Public Works Capital Improvement Program and General Engineering. The work will be assigned on an as-needed basis for various projects in the City.

The Request for Qualifications (RFQ) provides information on the City of Gardena, the required scope of services, the consultant selection process, and the minimum information that must be included in the RFQ response. Proposals will be evaluated based on the overall best value to the City, considering factors such as quality, service, price, and any other criteria outlined herein, including but not limited to, the proposer's ability to meet the requirements, qualifications, and competencies set forth in the RFQ.

The Request for Qualifications (RFQ) can be obtained at http://www.cityofgardena.org/rfps/ Questions regarding this RFQ shall be directed to Kevin Kwak at (310) 217-9643 or [email protected].

BACKGROUND
The City of Gardena is located in the South Bay region of Los Angeles County, California, and was incorporated on September 11, 1930, as a general law city. It operates under the Council-Manager form of government. The population is approximately 62,000, occupying approximately six (6) square miles. It is primarily built-out, with a few remaining undeveloped parcels and a 9.4-acre wetland preserve, Gardena Willows Wetland Preserve. Gardena is bordered by the cities of Torrance, Hawthorne, Carson, Los Angeles (L.A.), and the County of Los Angeles, including their unincorporated areas.

The Gardena roadways are divided into three (3) major street classifications: Arterial (26.8 Centerline miles), Collector (28.7 centerline miles), and Local (57.5 centerline miles). Combined, the entire network consists of 113 centerline miles of streets with a weighted average PCI of 81.

The existing city-owned wastewater collection system comprises approximately 89 miles of gravity collection system pipes ranging from 6 to 12 inches, approximately 2,080 manholes, and one lift station and its associated force main. The collection system pipes within the City discharge to the LACSD interceptor at over 100 locations.

The existing stormwater collection system consists of approximately 29 miles of gravity pipe system (City SD = 12 miles & LA County SD = 17 miles) and 795 total catch basins (City CB = 216 & LA County CB = 579).

The collection system pipes within the City primarily discharge to the Dominguez Channel.

Lastly, note that Gardena’s water system is operated and maintained by Golden State Water.

The City has six (6) parks with community buildings, two gymnasiums, and a parkette. Additionally, the Gardena Wetland Preserve is situated next to Johnson Park. The City is currently constructing a new pool and senior center community center. Furthermore, the newly acquired Chase Bank Building on Rosecrans Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 2 | Page
Boulevard is slated to become a new Community Center, and Mas Fukai Park is in the construction document phase for improvements.

SUBMITTAL DEADLINE
Complete proposal/Statement of Qualification must be submitted no later than Thursday, June 13, 2024, at 2:00 p.m. PST. Three (3) hard copies and one complete PDF copy (on CD or memory stick) shall be address to:

City of Gardena
Public Works Department
1717 West 162nd Street
Gardena, CA 90247-3778
Attn: Kevin Kwak, Assistant Public Works Director
The City currently anticipates conducting the selection process according to the following schedule, which is subject to revision. The City reserves the right to modify the schedule as needed.

May 9, 2024 RFQ Released
June 3, 2024 RFI Deadline
June 13, 2024 Proposal/SOQ Deadline
July 9, 2024 Staff Short List Selection
July 23, 2024 City Council Review/Approval
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 3 | Page

SECTION II

SCOPE OF SERVICES/SCOPE OF WORK
The City of Gardena would like the selected firms to provide professional on-call engineering, architecture, and/or landscape architecture services (including Construction Documents, PS&E, technical memoranda, research studies, plan checks, testing, etc.) for City projects to support the Public Works Department. The City intends to select between three and five (3-5) consultants for each respective service category, with the exception of only one or two consultants for Geotechnical Engineering/Geology/Material testing.

However, the actual number of consultants selected may be subject to change based on the number of responses and qualifications.

The award agreements are to provide on-call services for a period of three (3) years. The agreements may be renewed at the City’s discretion for up to two (2) additional years, subject to satisfactory performance during the initial three-year term. The initial three-year term is anticipated to commence in September 2024 and end in September 2027. The City encourages firms to submit qualifications for any or all parts of the key services listed below to be eligible for placement on the qualified on-call/as-needed list for each service category separately.

At the City’s discretion, selected firms will be assigned projects based on their qualifications in relation to the project(s) scope of work, or requested to submit a proposal, on an as-needed basis for various projects in the city. The City does not guarantee that successful firms will be provided with any projects.

MINIMUM QUALIFICATIONS
Only those consultants with verifiable experience related to the services requested in this solicitation will be considered during the evaluation process. Consultant staff assigned to execute the scope of services must have relevant experience in providing the necessary services as described in the scope. All personnel assigned to the work must possess appropriate certification or registration as required by state and local agencies.

SCOPE OF WORK
Selected firms will report to and operate under the direction of the City of Gardena Public Works staff to provide professional engineering, architecture, and/or landscape architecture services to the City. In general, the selected consultants will be expected to provide services and staffing for the following categories:
• General Civil Engineering Design
• Construction Management and Inspection
• Traffic Engineering
• Architecture and Landscape Architecture
• Geotechnical Engineering, Geology and Material Testing • Staff Augmentation
Consultants may submit qualifications for one or more of the service categories requested; however, separate proposals and letter of transmittals must be submitted for each category.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 4 | Page

GENERAL CIVIL ENGINEERING DESIGN
Provide complete design services for Capital Improvement Program projects. Example services include, but not limited to:
• Plan preparation for street improvements, repair, rehabilitation, or other related street improvements.
• Plan preparation for storm drain and sewer improvements, upgrades, modifications, extensions, repair, or rehabilitation.
• Preparation of hydrology and hydraulic analysis and reports. • Preparation of WQMP’s, SWPPP’s or related NDPES documents/reports. • Geotechnic engineering and material testing as needed. • Preparation of project technical provisions.
• Preparation of detailed cost estimates.
• Perform mapping and prepare legal descriptions for right of way acquisitions, easements, etc. • Provide design and construction surveys.
• Provide construction assistance.
• Coordination with, and approvals from other permitting agencies and utility companies.

CONSTRUCTION MANAGEMENT AND INSPECTION
Provide complete construction management and inspection services for CIP, including park renovations, and facility construction/ modifications/ modernizations. Including, but not limited to:
• Coordinate and lead project construction meetings.
• Lead all meetings during the construction from pre-construction to final closeout. • Provide and maintain project files/documents per City template. • Provide and supervise construction observations/inspections for CIP projects such as streets, sewer, storm drain, parks and facilities.
• Provide construction inspection services in grading, street improvements, drainage, SWPPP/erosion control, paving, sewer, water, and franchise utilities. • Provide public contract administration (i.e. CCO, Daily logs/report, Weekley Statements, Notices, labor compliance/enforcement).
• Provide utility company coordination.
• Provide labor compliance/enforcement as needed.
• Assure contractor to maintain a set of as-built plans. • Schedule the final walk-through inspections and prepare a “punch-list”. • Collect and review the Certified Payrolls as needed.
• Assume contractor to obtain all necessary permits.
• Provide constructability review, quantity take-off and cost estimates as needed.

TRAFFIC ENGINEERING
Provide traffic design engineering and/or study/analysis services for signal and signing, striping, grant writing, and all related services, including but not limited to:
• Improvements associated with traffic signal design.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 5 | Page
• Preparation of signing, striping, signal modifications, detour, and traffic control design • Preparation of special traffic studies
• Conducting signal synchronization studies (before and after synchronization travel time), utilizing HCM method for LOS, as well as Los Angeles County standards.

ARCHITECTURE AND/OR LANDSCAPE ARCHITECTURE
Provide architecture and/or landscape architecture professionally services for public facilities. Including, but not limited to:
• Provide conceptual design, master plan, feasibilities study and envelope evaluations. • Renovation and/or expansion of existing public facilities. • Preparation of landscape/planting plans and irrigation. • Parking lot and hardscapes improvements.
• Playground layout and play structure design/upgrade.
• Preparation of project special provisions and technical specifications • Provide cost estimates.
• Provide constructability review and construction support.

GEOTECHNICAL ENGINEERING, GEOLOGY AND MATERIAL TESTING
Provide complete design, construction, or assistance services for City improvement projects and/or investigations. Services include, but are not limited to:
• Complete soils investigation and preparation of Geotechnical Engineering reports and studies, such as pavement design, grading requirements, retaining wall parameters, slope stability analysis, sinkhole/voids investigation and analysis, etc. • Laboratory work related to all aspects of Geotechnical Engineering. • Provide construction inspection for items such as asphalt concrete, aggregate base, and concrete placement during construction, grading excavation, and backfill. • Provide testing services such as field compaction and laboratory testing of soils, aggregates, asphalt, and concrete.

STAFF AUGMENTATION SERVICES (Firms may submit only for positions or service they provide.) Provide qualified and available personnel to provide professional staff augmentation services and/or backfill various positions and classifications within the Engineering Division on short notice. Positions include but are not limited to: Engineer(s), Permit Technician(s), and Inspector(s) and perform duties as an “Acting” City representative. Positions may require personnel reporting to City offices.

Immediately the City plans to augment one (1) Associate, Civil, or Senior Civil Engineer based on the qualification and best fit for the City. Other categories of augmentation services are not currently needed, however will be requested as needed.

Sample duties include, but not limited to:
• Engineer(s) general requirements (Identify an Engineer with resume and proposed classification; Associate, Civil, or Senior Civil Engineer) - Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 6 | Page
o Able to work minimum 20 hours per week or more. The City is open to accepting fulltime services as well. o Perform mathematical computations and estimates.
o Simultaneously handle several tasks and continue to reestablish priorities. o Communicate clearly and concisely with others, orally and in writing. o Ability to establish and maintain effective team relationships with all internal and external customers.
o Able to operate Microsoft Office and AutoCAD.
o Able to perform in indoor and outdoor environments with exposure to the elements. o May be required to pass a security/background check and a drug test prior before providing any services to the City.
o Must maintain a valid California Drive License.
o You may be required to work more than 40 hours a week and/or work irregular hours, particularly during emergency situations.
o Typical working hours are Monday through Friday, 8:00 a.m. to 5:00 p.m. or 9/80 schedule from 7:30 a.m. to 5:30 p.m.
o Civil and Senior Engineer positions require a California Professional Civil Engineering license.
o May be required to arrange for the City to interview a candidate, at the Consultant’s expense, for a period of up to one (1) hour.

Typical Responsibilities – The staff will be under general direction of Engineering Division Manager, performing and overseeing various CIP projects from preliminary design to final construction. Examples of duties and responsibilities are as follow:
o Prepares RFP/RFQ for design and Construction Management and Inspection (CMI) services.
o Prepares and/or oversees design Plans, Specifications, & Estimates (PS&E). o Prepares and leads project bid processing, writes council agenda report, and executes contract.
o Oversees CMI services.
o Prepares Caltrans required submittals and coordinates review process (i.e. PES, E76 o and Contract award packages).
o Performs minor drafting, computing, and checking field operations as related to the layout and construction of pavement, curbs, gutters, sidewalk, traffic, utilities and other CIP.
o Performs LA Metro required project reporting, reimbursement process, etc. o Interprets and applies GREENBOOK, Caltrans Standards, City Standards, and other laws and regulations relating to CIP projects.
• Provide Permit Technicians to assist public at Engineering public counter (Not required to identify personnel at this time).
• Provide Construction Inspection services (Not required to identify personnel at this time), such as:
o CIP projects such as street rehabilitation; sewer or storm drain improvements, facility modifications and improvements; park rehabilitation and improvements. o Private development including paving, utilities, sewer, storm drains, paving, etc. o Repairs and improvements by private utility companies.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 7 | Page

SECTION III

SUBMITTAL REQUIREMENTS
The Proposal package shall be organized and presented in a neat and logical format relevant to the services requested. Submittals shall be clear, accurate, concise, and comprehensive. There is no page limitation, however, excessive, or irrelevant material will not be favorably received.

The Proposal should be in the order below and include the following:
• Cover
• Cover Letter
o Clearly indicate the on-call service category.
o Express why Consultant is interested in the RFQ.
o Include contact information for the person responsible for the Proposal and who will be the point of contract for the City.
o Include any unique attributes or distinguishing characteristics which would be of value to the City.
o State if any addendums have been received and include in the Proposal. o Statement regarding acceptance of Agreement and insurance requirements. o Letter shall be signed by an officer of the firm who is authorized to bind the firm to the contract. Include a statement to this effect.
• Firm Qualifications and Experience
o Describe firm’s background and experience.
o Describe your firm’s strengths.
o State how your firm produces deliverables free of errors and how you will address erros if they occur.
o Include experience and technical competence of subconsultants. o Familiarity of regional grants/competitive funds (SBCCOG & LA Metro) • Key Personnel and Experience
o Experience and history performing directly for local agencies within the last five years. o Include subconsultants if any.
• Organization Chart
• Similar Projects/Services
o Brief description of the project scope, personnel involved and their roles, plus agency and contact information of agency Project Manager/Engineer. o Projects that the firm was the prime consultant and responsible for management of any subconsultants.
• References
o Current contact information related to projects completed within the last five years. • Fee Schedule
• Resumes
Note: All licensed professionals in 'responsible charge' working on City projects (Engineers, Architects, Landscape Architects, and/or Surveyors) are required to disclose all disciplinary actions against them, including any future actions. Please provide a copy of any disciplinary actions with the proposal submission. Additionally, provide a statement if there are no disciplinary actions.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 8 | Page

SECTION IV

FEE SCHEDULE
A fee schedule should be included in the Proposal. This schedule should comprise a comprehensive list of positions and labor rates for all services provided by the prime consultant and all subconsultants. Rates should cover all necessary resources, including labor, equipment, materials, incidental reports, transportation, etc. Any percentage markup of subconsultant invoices shall be specified.

The fee schedule should remain fixed throughout the initial term of the Agreement unless formally amended by the City Council. Adjustment of the fee schedule can be negotiated if the City renews the Agreement.

The City is subject to prevailing wage laws, which apply to professional service providers and their subconsultants for whom the Department of Industrial Relations has established a wage determination.

This includes, but is not limited to, Field Soils Materials Testers, Operating Engineers, Surveyors, and Building/Construction and Specialty Inspectors.

Prevailing wage requirements apply when a Consultant and/or Consultant Team is awarded a contract for a specific project, which is designated by the issuance of a City Purchase Order.

SECTION V

SELECTION/EVALUATION CRITERIA
The Proposals will be evaluated by City of Gardena Public Works Department staff. The evaluation criteria will include:
• Presentation, completeness, clarity, organization, and conformance to the RFQ content. • Project Manager’s experience related to the City’s requirements and needs. • Familiarity/Experience related to the South Bay Cities Council of Governments (SBCCOG), Los Angeles County Metropolitan Transportation Authority (Metro), and Caltrans project programs, funding opportunities, grant writing, and their requirements. • Qualifications and resumes of staff members, subconsultants, and organization chart. • Similarity of the firm’s referenced projects completed within the last five years to the City’s expected projects.
• Availability and depth of staff and resources to deliver quality products on schedule, including work on short notice and under time constraints.
• References.
• Fee schedule.

During the evaluation period, the City may conduct negotiations with the most qualified consultants.

However, consultants should note that an award may be made without negotiations or discussions.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 9 | Page

SECTION VI

GENERAL CONDITIONS
By submitting a Proposal, the Consultant represents that they have thoroughly examined and become familiar with the requirements of this RFQ and are capable of performing quality work to achieve the objectives of the City.

The City reserves the right to withdraw the RFQ at any time without prior notice. The City makes no representations that any Agreement will be awarded to any Consultant responding to this RFQ. The City reserves the right to extend the deadline for Proposals, postpone reviewing the Proposals for its own convenience, reject any and all Proposals without indicating any reasons for such rejections, and negotiate with any qualified consultant. The City does not guarantee that successful firms will be provided with any projects.

The successful consultant(s) and sub-consultants are required to obtain and maintain a City of Gardena business license and insurance. The license and insurance shall be maintained for the duration of the Agreement. A current business license is not a prerequisite for submittal of the qualifications.

The City is not liable for any costs incurred by the Proposers before entering into a formal agreement.

Costs for developing the Proposal or any other such expenses incurred by the Proposer in responding to this RFQ and entirely the responsibility of the Proposer and shall not be reimbursed by the City.

The City is not responsible for Proposals which are delinquent, lost, incorrectly marked, sent to the wrong address, or sent by mail or courier service and not signed for by the City.

SECTION VII

AGREEMENT AND INSURANCE
The City’s standard Professional Services Agreement is included in Appendix A. The Consultant will be expected to enter into the Agreement without substantive changes. Any changes will require approval by the City Attorney. If there are any exceptions or if there are no exceptions, a statement to the effect shall be included in the proposal as well.

The City’s standard insurance requirements are included as part of the standard Professional Services Agreement included in Appendix A. The consultant shall procure and maintain throughout the duration of this Agreement.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 10 | Page

SECTION VIII
APPENDIX “A”
Gardena Standard Professional Services Agreement
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with XYZ Page 1

CITY OF GARDENA

CONSULTANT AGREEMENT WITH XYZ
This Agreement is entered into this day of , 2024,
by and between the City of Gardena, a municipal corporation (“City”) and XYZ, a [state] [type of entity] (“Consultant”). Based on the mutual promises and covenants contained herein, the Parties hereto agree, as follows.

1. RECITALS. This Agreement is made and entered into with respect to the following facts:

A. Whereas, City is desirous of obtaining the as-needed professional on-call consultant services in the following category or categories:
• General Civil Engineering Design
• Construction Management and Inspection
• Traffic Engineering
• Architecture and Landscape Architecture
• Geotechnical Engineering, Geology and Material Testing • Staff Augmentation

NOW, THEREFORE, for and in consideration of the mutual covenants and conditions contained herein, the parties hereby agree as follows:

2. TERM OF AGREEMENT. This Agreement shall commence upon execution and shall continue until completion, unless earlier terminated as provided below.

A. Either party may terminate this Agreement, without cause, by giving thirty (30) days written notice to the other party.

B. City may terminate this Agreement for cause by giving thirty (30) days written notice to Consultant. Lack of funding shall be considered cause for terminating this Agreement.

C. Upon termination, Consultant shall: (1) promptly discontinue all services affected, unless the notice directs otherwise; and (2) promptly deliver to City Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with XYZ Page 2
all data, reports, estimates, summaries, and such other information and materials as may have been accumulated or prepared to date by Consultant in performing the services under this Agreement, whether completed or in progress. Consultant shall be entitled to reasonable compensation for the services it performs up to the date of termination; however, if the Agreement is terminated by City for cause, other than lack of funding, or by Consultant without cause, City shall be entitled to deduct any costs it incurs payment to another consultant for Services, which duplicate Consultant’s Services to date. In the event of termination for other than cause attributable to Consultant, Consultant shall be deemed released for liability for any work assigned but not completed as of the effective date of termination.

3. SERVICES. Consultant agrees to provide the services as specified in the City’s Request for Proposal (RFP), Exhibit A, attached hereto and incorporated herein by this reference (“services”). Unless otherwise specified herein, Consultant shall, at its sole cost and expense, furnish all facilities, equipment and personnel which may be required for providing the Services pursuant to this Agreement.

5. CONSULTANT’S PROPOSAL. This Agreement shall include Consultant’s proposal or bid to City’s RFP, which is incorporated herein as Exhibit B. In the event of any inconsistency between the terms of the proposal and this Agreement, it shall be resolved by giving precedence in the following order: (a) The Agreement (b) The Request for Proposal (Exhibit A) (c) The Consultant Proposal or Bid (Exhibit B).

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with XYZ Page 3

8. TIMING OF PERFORMANCE. Time is of the essence with respect to Consultant’s performance of the Services required by this Agreement. Consultant shall diligently and timely pursue and complete the performance of the Services required of it by this Agreement. City, in its sole discretion, may extend the time for performance of any Service.

9. MONITORING OF CONSULTANT. Consultant’s performance of this Agreement shall be continuously monitored by the Public Works Director/City Engineer.

Consultant shall be notified in writing of any deficiency in the performance of this Agreement in a timely manner by the Public Works Director/City Engineer.

10.COMPENSATION. Consultant shall be compensated as follows:

A. Amount. City shall compensate Consultant for services rendered pursuant to this Agreement at the rate specified in the attached fee proposal hereto and incorporated herein by reference. In no event shall compensation under this Agreement exceed _____________and 00/00 ($###.##) without the prior written authorization of the City Council.

Payment by City under this Agreement shall not be deemed a waiver of defects, even if such defects were known to City at the time of payment.

C. Expenses. Consultant shall not be entitled to any additional compensation for expenses.

11.INSURANCE REQUIREMENTS.

A. Commencement of Work. Consultant shall not commence work under this Agreement until it has obtained City approved insurance. Before beginning work hereunder, during the entire period of this Agreement, for any Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with XYZ Page 4
extensions hereto, and for periods after the end of this Agreement as may be indicated below, Consultant must have and maintain in place all of the insurance coverages required in this Section. Consultant’s insurance shall comply with all items specified by this Agreement. Any subcontractors shall be subject to all the requirements of this Section and Consultant shall be responsible to obtain evidence of insurance from each subcontractor and provide it to City before the subcontractor commences work. Alternatively, Consultant’s insurance may cover all subcontractors.

C. Coverages, Limits and Policy Requirements. Consultant shall maintain the types of coverages and limits indicated below:

If the policy is written as a “claims made” policy, the retro date shall be prior to the start of the contract work. Consultant shall obtain and maintain, said E&O liability insurance during the life of this Agreement and for three years after completion of the work hereunder. This policy Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with XYZ Page 5
shall be issued by an insurance company which is admitted to do business in the State of California.

E. Deductibles. Any deductible or self-insured retentions over $25,000 per occurrence must be declared to and approved by City. Any deductible exceeding an amount acceptable to City shall be subject to the following changes: either the insurer shall eliminate or reduce such deductibles or selfDocusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with XYZ Page 6
insured retentions with respect to City, its officers, employees, agents and volunteers (with additional premium, if any, to be paid by Consultant); or Consultant shall provide satisfactory financial guarantee for payment of losses and related investigations, claim administration and defense expenses.

Notwithstanding the foregoing, the Consultant shall not be liable for the defense or indemnification of the City for claims, actions, complaints or suits arising out of the sole negligence or willful misconduct of the City. Notwithstanding the foregoing, to Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with XYZ Page 7
the extent Consultant’s services are subject to Civil Code Section 2782.8, the above indemnity and defense shall be limited to the extend required by Civil Code Section 2782.8, to claims that arise out of, pertain to, or relate to the negligence, recklessness, or misconduct of Consultant. This provision shall supersede and replace all other indemnity provisions contained either in the City’s specifications or Consultant’s Proposal, which shall be of no force and effect.

Notwithstanding any other agency, state or federal policy, rule, regulation, law or ordinance to the contrary, Consultant and any of its employees, agents, and subcontractors 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 Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with XYZ Page 8
paid by City for employer contribution and/or employee contributions for PERS benefits.

16.NON-LIABILITY OF CITY. No official, employee, agent or volunteer of City shall be personally liable for any default or liability under this Agreement.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with XYZ Page 9
Consultant shall ensure its directors, officers, employees, Sub-consultants or agents use personal information solely for the purposes of accomplishing the services set forth herein. Consultant and its Sub-consultants agree not to release, divulge, publish, transfer, sell or otherwise make known to unauthorized persons personal information without the express written consent of the City or as otherwise required by law.

23.NON-DISCRIMINATION. Consultant covenants there shall be no discrimination based upon race, color, creed, religion, sex, marital status, age, handicap, national origin, or ancestry, in activity pursuant to this Agreement.

To City: City of Gardena
1700 West 162nd Street
Gardena, California 90247
Attn: Allan Rigg
Director of Public Works
To Consultant: XYZ
Address
XXXX, CA #####
Attn: Name
Tittle
Notices shall be deemed to have been served upon the date of personal service or three (3) working days after the same has been deposited in the United States Postal Service.

28.FAMILIARITY WITH WORK. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) it has investigated the site of the work and is aware of all conditions there; and (3) it understands the difficulties and restrictions of the work under this Agreement. Should Consultant discover any conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform City and shall not proceed, except at Consultant’s Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with XYZ Page 11
own risk, until written instructions are received from City.

29.PUBLIC RECORD ACT DISCLOSURE. Consultant has been advised and is aware that this Agreement and all reports, documents, information and data, including, but not limited to, computer tapes, discs or files furnished or prepared by Consultant, or any of its subcontractors, pursuant to this Agreement and provided to City may be subject to public disclosure as required by the California Public Records Act (California Government Code section 7920.000 et seq.). Exceptions to public disclosure may be those documents or information that qualify as trade secrets, as that term is defined in the California Government Code section 7924.510, and of which Consultant informs City of such trade secret. The City will endeavor to maintain as confidential all information obtained by it that is designated as a trade secret. The City shall not, in any way, be liable or responsible for the disclosure of any trade secret including, without limitation, those records so marked if disclosure is deemed to be required by law or by order of the Court.

30.MAINTENANCE OF RECORDS. Consultant shall maintain for a minimum of three (3) years from the completion date of the Services under this Agreement, the following records:

D. The aforementioned records shall be made available to City or any authorized representative thereof upon request for audit.

31.BINDING EFFECT. This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the parties hereto.

33.SECTION HEADINGS. The Section headings used in this Agreement are for reference purposes only and shall have no binding effect.

34.AUTHORITY TO EXECUTE. The persons executing this Agreement on behalf of the parties warrant that they are duly authorized to execute this Agreement.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with XYZ Page 12

35.ATTORNEY’S FEES. In the event that legal action is necessary to enforce the provisions of this Agreement, or to declare the rights of the parties hereunder, the parties agree that the prevailing party in the legal action shall be entitled to recover attorney’s fees and court costs from the opposing party.

39.ELECTRONIC SIGNATURE. The parties hereby acknowledge and agree that electronic records and electronic signatures, as well as facsimile signatures, used in connection with the execution of this Agreement and electronic signatures, facsimile signatures or signatures transmitted by electronic mail in so-called pdf format shall be legal and binding and shall have the same full force and effect as if a paper original of this Agreement had been delivered and had been signed using a handwritten signature. City and Consultant (i) agree that an electronic signature, whether digital or encrypted, of a party to this Agreement is intended to authenticate this writing and to have the same force and effect as a manual signature, (ii) intend to be bound by the signatures (whether original, faxed or electronic) on any document sent or delivered by facsimile or, electronic mail, or other electronic means, (iii) are aware that the other party will reply on such signatures, and (iv) hereby waive any defenses to the enforcement of the terms of this Agreement based on the foregoing forms of signature. If this Agreement has been executed by electronic signature, all parties executing this document are expressly consenting under the United States Federal Electronic Signatures in Global and National Commerce Act of 2000 ("E-SIGN") and California Uniform Electronic Transactions Act ("UETA")(Cal. Civ. Code § 1633.1, et seq.), that a signature by fax, email or Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Consultant Agreement with XYZ Page 13
other electronic means shall constitute an Electronic Signature to an Electronic Record under both E-SIGN and UETA with respect to this specific transaction.

IN WITNESS WHEREOF, City and Consultant have executed this Agreement as of the date first hereinabove set forth.

CITY OF GARDENA CONSULTANT – XYZ
________________________________ _________________________________ Tasha Cerda, Mayor Name
ATTEST:

Sign:_____________________________
Title:
________________________________
Mina Semenza, City Clerk _________________________________ Name
APPROVED AS TO FORM:

Sign:_____________________________
Title:

Carmen Vasquez, City Attorney
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 2024 City of Gardena RFQ On-Call Professional Services
JUNE 4, 2024

RFQ FOR ON-CALL PROFESSIONAL SERVICES
ADDENDUM 01
TO: ALL RFQ HOLDERS
ADDENDUM NO. 1, AS DESCRIBED BELOW, IS FOR THE USE OF CONSULTANTS SUBMITTING THE STATEMENT OF QUALIFICATIONS OR RESPONSES TO THE CITY’S REQUEST FOR QUALIFICATIONS. ALL

CONSULTANTS SHALL INDICATE ON THE STATEMENT/PROPOSAL COVER LETTER THAT THEY HAVE RECEIVED THIS ADDENDUM NO. 1.

QUESTIONS & RESPONSES:

1. In regard to the subject RFQ Scope of Work for General Civil Engineering Design as shown on page 4, can you please confirm if the City would like us to include Geotechnical services as part of the Civil component as stated, since there is also a separate RFQ category for Geotechnical service on page 5? No, please submit a separate statement of qualifications if your firm is interested in providing services in the category of Geotechnical Engineering, Geology, and Material Testing. This category is intended for direct geotechnical services for the City. For General Civil Engineering Design, it is expected that the lead consultant will team up with your desired geotechnical consultant or your own qualified staff as needed to provide complete PS&E construction documents.

2. Can firms be both a prime consultant and a sub-consultant to another team in the same or different service category?
Yes, firms can be both.

3. Will the City allow the usage of the City’s logo in the proposal materials? Yes, the City will allow the usage of the logo.

4. Can you specify how “Associate, Civil, and Senior Civil” Engineers are classified? Is it based on number of years of experience or other criteria?
You may reference the City of Gardena’s job specifications as your minimum guideline:
https://www.governmentjobs.com/careers/cityofgardena/classspecs. The specifications for the Senior Civil Engineer position have not been developed. Therefore, assume that the job responsibilities are similar to those of a Civil Engineer, but require a minimum of 8 years of experience, including managerial experience. As mentioned, these specifications are minimal guidelines and consultants are encouraged to propose additional qualifications or experience to provide a competitive proposal.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 2024 City of Gardena RFQ On-Call Professional Services

5. Can you please confirm if firms are able to just submit a proposal for the geotechnical engineering/geology and material testing services or require having a team with a construction management company in order to pursue this?
Yes, you may just submit a proposal/statement for the geotechnical/geology and material services.

6. Do you anticipate consultants to support and prepare grant applications? The City may request services under General Civil Engineering, Traffic Engineering, Architecture and/or Landscape Architecture as applicable.

7. You are requesting references in the Similar Projects/Services and the References sections. Can you please clarify what information you would like in each section since both sections are asking for client contact information?
The information can overlap; however, Similar Projects/Services should identify specific projects with scope descriptions, key personnel and their roles, project dates, etc., as mentioned in the RFQ. The Reference Section should identify the current contact agency, person, phone number, and email so the reviewer can perform the reference check if necessary.

END OF ADDENDUM 01
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Exhibit B
Statement of Qualifications (SOQ)
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 145 W. Walnut Street,
Gardena, CA 90248
P (310) 627-3430
Terracon.com
Statement of Qualifications
On-Call Geotechnical Engineering,
Geology, and Materials Testing
June 13, 2024
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196

COVER LETTER
June 13, 2024
City of Gardena
1717 West 162nd Street
Gardena, CA 90247
Attn: Kevin Kwak
Assistant Public Works Director
[email protected]
Re: RFQ On-Call Geotechnical Engineering, Geology, and Materials Testing Dear Mr. Kwak:

The City of Gardena (City) is dedicated to enhancing the quality of life for its residents, fostering business growth, and embracing new prospects, with a particular emphasis on public facilities and infrastructure. Terracon Consultants, Inc. (Terracon) is uniquely positioned to assist the City with On-Call Geotechnical Engineering, Geology, and Materials Testing Services that will ensure safe and sustainable development. Terracon’s expertise spans a wide range of projects, from transportation and water infrastructure to City parks and facilities and public parkways. Terracon’s commitment to excellence aligns seamlessly with the City of Gardena’s vision for a thriving and resilient community.

Terracon is poised to support these efforts. The benefits of selecting the City of Gardena include the following:
• Proximity to the City: Terracon is strategically located just three miles from the City, hand as established a profound presence in Gardena. We deeply understand the importance of improving and maintaining the City’s infrastructure and facilities and we’re dedicated to being an integral part of the public works department. We firmly believe that effective communication is the cornerstone of all successful endeavors. Our local presence will facilitate close collaboration with the City’s team, fostering a robust relationship that we anticipate will strengthen over the years. • Knowledge of Local Conditions: Terracon has provided professional engineering services for over 200 projects within the City and over 1000 in the Greater Los Angeles Area. This local expertise positions us as a valuable partner for the City’s infrastructure needs. Our team’s historical knowledge and deep understanding of the local geology, regulatory environment, and community dynamics allow us to provide tailored solutions that align with Gardena’s goals. Whether it’s geotechnical investigations, materials testing, or construction support, Terracon’s commitment to excellence supports successful project outcomes.
• Unmatched Resources: Terracon stands out as one of the nation’s leading providers of geotechnical services. Our extensive resources include a large fleet of geotechnical exploration equipment, a network of over 140 laboratories (the largest accredited network among geotechnical firms), and more than 175 offices serving all 50 states. With such comprehensive capabilities, Terracon can efficiently gather and analyze data, providing accurate assessments for Gardena’s projects.
• Comprehensive Service Offerings: Terracon’s services cover a wide range of geotechnical and materials testing needs. On-time and real-time data-driven insights, provided by our talented employee-owners, create an unmatched client experience that spans the lifecycle of any project from earth to sky. This adaptability ensures that Gardena receives tailored recommendations for safe and sustainable development. • Commitment to Excellence: As an employee-owned firm, Terracon is deeply committed to quality and client satisfaction. Our engineers and scientists specialize in geotechnical performance monitoring, site evaluation, and construction materials testing. By partnering with Terracon, the City can confidently move forward with its growth initiatives, knowing that they have a reliable and experienced ally. 145 W. Walnut Street
Gardena, CA 90248
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 We are committed to supporting the City’s infrastructure and community development goals. We understand that the City places a high value on maintaining and enhancing public facilities and infrastructure, and we are well-equipped to assist in these areas with our comprehensive range of services:
• Soils Investigation and Geotechnical Engineering Reports: Our team can conduct thorough soils investigations and prepare detailed Geotechnical Engineering reports. These reports can cover various aspects such as pavement design, grading requirements, retaining wall parameters, slope stability analysis, and sinkhole/voids investigation and analysis. These services will ensure that the city’s infrastructure projects are built on a solid foundation and are designed to last.
• Laboratory Work: We offer laboratory services related to all aspects of Geotechnical Engineering. Our state-ofthe-art labs can analyze soil samples, providing valuable data that can inform the design and construction of infrastructure projects.
• Construction Inspection: Our team can provide construction inspection services for various aspects of infrastructure projects. This includes inspection of asphalt concrete, aggregate base, and concrete placement during construction, as well as grading excavation and backfill. These services can help ensure that construction projects adhere to the highest standards of quality and safety.
• Testing Services: We offer a range of testing services, including field compaction and laboratory testing of soils, aggregates, asphalt, and concrete. These tests can provide crucial information about the materials used in construction projects, helping to ensure their durability and longevity.

We appreciate the opportunity to work with the City. Josh Morgan, Principal, is authorized to bind Terracon and has read and will comply with all terms and conditions of the RFQ. Carlos Amante, PE, GE is the Senior Project Manager and direct point of contact for the City. If you have any questions or require further information, please do not hesitate to contact us.

We look forward to your positive response.

Sincerely,
Terracon Consultants, Inc.

Carlos Amante, PE, GE Josh Morgan, PE
Senior Project Manager | Point of Contact Principal | Authorized Signer (949) 864-2062 (310) 627-3414
[email protected] [email protected]
Kevin Kwak
City of Gardena
June 13, 2024

Page 2 ends

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Table of Contents
Cover Letter 1
Firm Qualifications and Experience 3
Key Personnel and Experience 11
Organizational Chart 16
Similar Projects/Services 17
References 19
Fee Schedule 20
Resumes 26
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Firm Qualifications
and Experience

FIRM QUALIFICATIONS

AND EXPERIENCE
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 3

FIRM QUALIFICATIONS AND EXPERIENCE

TERRACON BACKGROUND & EXPERIENCE
Wherever you are on your project journey, Terracon’s employee-owners are ready to meet you there and help you reach your goals. Since our founding in 1965, Terracon has grown and evolved to become a thriving, employee-owned, multidiscipline engineering consulting firm providing geotechnical, materials, environmental, and facilities services. Our more than 6,000 professionals include engineers, scientists, architects, facilities experts, and field professionals focused on solving engineering and technical challenges from more than 175 offices nationwide. Of the 6,000+ employees, Terracon has 350 principals, nationwide.

Terracon consistently ranks among the top 25 design firms by Engineering News-Record (ENR). In addition to ranking #21 in ENR’s Top 500 Design Firms, Terracon also ranks #11 in California’s Top Geotechnical and Environmental Firms.

Terracon has provided geotechnical engineering services for over 100 projects within the City and surrounding communities. This translates into quick and economical responsiveness for projects located in the City, supported by a demonstrated understanding of prevailing conditions, regulations, and protocols applicable to each project, allowing them to provide practical and cost-effective solutions.

Throughout the life of your project, we won’t just point the way – we will go with you. Together, we are explorers turning big ideas into reality for our partner clients, employees, and the world around us.

From site selection to the design and construction to maintaining the infrastructure’s life, we will help you succeed through engineering and scientific expertise, a passion for problem-solving, and a drive to explore.

We’re ready when – and where – you are. Explore with us!

TERRACON SERVICES
Geotechnical and Materials Testing Services
With Terracon you get an experienced team of experts in both geotechnical investigations and materials testing. We partner with cities throughout the region to provide on-call services to meet their goals and keep projects on budget and schedule. Terracon has all the capabilities needed to successfully complete all tasks assigned under this contract.

Our services include:
• Geotechnical Investigation: Terracon conducts geotechnical investigations at project sites to assess existing subgrade soils and slopes. These investigations provide critical information for design, including slope stability analysis.

Background geotechnical reviews are also performed, utilizing readily available geotechnical reports from nearby and adjacent projects, regional geologic maps, aerial photographs, and geotechnical maps.

Subsurface Geotechnical Evaluation: Terracon collects relatively undisturbed and bulk samples of existing materials for laboratory testing. This evaluation helps assess the engineering characteristics of on-site materials and any imported materials.
• Geotechnical Reporting: Terracon prepares comprehensive geotechnical reports that present findings, soil and engineering analyses, conclusions, and recommendations. These reports cover various aspects, including materials testing and design parameters.
• Construction Support Services: Terracon provides on-site materials testing during construction. This includes documenting trench backfill operations, assessing soil moisture conditions, evaluating lift thickness, and ensuring proper compaction methods.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 4

GEOTECHNICAL ENGINEERING DESIGN SERVICES
• Subsurface Exploration and Testing
• Field/Laboratory Testing
• Infiltration Testing
• Soil Classification and Analysis
• Geologic and Seismic Ground Motion Hazard Analyses
• Soil Liquefaction and Seismic Settlement Analyses
• Foundation Analysis & Design & Review of Earth
Structures, Slopes, & Retention Systems
• Slope Stability Analysis
• Soil Stabilization & Ground Improvements
• Landslide Investigations
• Erosion Mitigation
• Pavement Analysis & Design
• Road Subgrade Stabilization Recommendations
• Earthwork and Grading Recommendations
• Fill Compaction and Backfill Requirements
• Dewatering and Seepage Control Analysis
• Groundwater Level Monitoring
• Shoring Design

SPECIAL TESTING SERVICES GEOTECHNICAL INSPECTION SERVICES • Surface Wave Analysis and Seismic Refraction Testing
• Inclinometer Monitoring
• Settlement Monitoring
• Thermal Integrity Testing
• Crosshole Sonic Logging (CSL)
• Pile Dynamic Analysis
• CESCL Inspection
• Field Density Testing
• Subgrade Proofrolling
• Shallow Foundations
• Ground Improvement
• Deep Foundations
• MSE Retaining Walls
• Permanent Retaining Walls
• Tieback/Soil Nail Testing
• Temporary Shoring

AGGREGATE TESTING SOILS TESTING
• Fractured Face Count
• LA Abrasion
• Sodium Sulfate Soundness
• Sieve Analysis
• Course and Fine Aggregate Specific Gravity
• Organic Content
• Degradation
• Sand Equivalent
• Soil Strength Characteristics
• Consolidation Testing
• Soil Moisture Content
• Soil Grain Size/Hydrometer
• Soils Specific Gravity
• Atterberg Limits
• Soil Relative Density
• Corrosion Properties
Geostructural Design and Instrumentation
Whether a project needs excavation support to allow underground development, retaining walls to facilitate the development of sloping sites, ground improvement systems to provide foundation support over soft soils, or micropiles to support heavy loads in confined areas, we can design a solution to appropriately fit our clients’ needs. Terracon engineers have extensive experience in preparing geostructural instrumentation monitoring plans, performing instrumentation installation, and providing monitoring and web- hosting services for remote, real-time project instrumentation monitoring.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 5 Laboratory Services
You will have access to Terracon’s in-house, fully equipped and accredited laboratories. Our Colton laboratory is full-service. Our regional laboratories are equipped with concrete compressive strength testing machines, high-temperature asphalt ovens, and full HVEEM and Marshall mix design capabilities.

Terracon’s laboratories are equipped to perform a wide variety of tests for various geotechnical studies and materials used during construction. Based on experience with several other on-call type contracts, we anticipate laboratory testing for geotechnical projects will likely include sieve analysis, Atterberg limits, specific gravity, moisture content, dry unit weight, laboratory compaction characteristics (Proctors), R-value, permeability, swell-consolidation, time-rate consolidation, compressive strength (rock), and triaxial or direct shear strength.

Our local laboratories have the following certifications:
• AASHTO Accreditation Program/Materials Reference
Laboratory (AMRL)
• The U.S. Army Corps of Engineers Certified
• Accepted Laboratory (LEA Program), Division of State
Architect (DSA)
• Inspected by Cement and Concrete Reference
Laboratory (CCRL)
• Caltrans Qualified Laboratory
• Office of Statewide Health Planning & Development
(OSHPD)
For construction materials testing, we anticipate laboratory testing may include several of the tests described above for geotechnical projects as well as asphalt extraction, asphalt stability/flow/air voids, bulk specific gravity of asphalt, and theoretical maximum specific gravity. We can also provide compressive strength testing for concrete cylinders, concrete beams, grout, masonry block and prisms, and core samples. We have dozens of unique laboratory capabilities that can be offered by other offices throughout the country as special testing requirements arise. Terracon works regularly with nearby laboratories to perform other types of unique laboratory testing requests if needed.

In-House Drilling Services
With more than 135 drill rigs, including one locally in Gardena, Terracon owns and operates the largest drilling fleet of any geotechnical engineering firm in the U.S.

You will have access to the largest geotechnical drilling fleet in the nation. This large drilling fleet allows for the use of multiple rigs if work must be expedited.

Our exploration equipment, which can access almost any site condition, includes:
• Drills
• Cone Penetrometer Testing
• Direct Push Units (all sizes mounted on trucks)
• Tracks
• Skids
• Buggies
• Barges (overwater access)
• Other All-Terrain Vehicles
Our intrusive methods of exploration and sampling, include:
• Hand Augering
• Hollow Stem Augering
• Mud Rotary Wash
• Rock Coring
• Angle Drilling
• Direct Push Techniques
• ODEX© and Symmetrix© Overburden Drilling, Air Rotary
with casing
Specialized in-situ testing methods include:
• Cone Penetration Testing (CPT and SCPTu)
• Dual-Cone Penetrometer
• Downhole Vane Shear
• Dilatometer Modulus Testing
• Pressure Meter Testing
• Borehole Shear
• Packer Testing
• Geo-Instrumentation Installation and Automation
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 6 In addition, the track and all-terrain balloon tire rigs allow us to access the full spectrum of terrain regardless of site conditions. We also have many master agreements in place with local subcontractor exploration teams to supplement our in-house exploration team to provide support for large projects, meet expedited schedules if our internal drill rigs are not readily available, and to perform other types of field exploration such as completion of exploratory test pits. This is a direct benefit to you since fieldwork will be performed faster and will not be delayed by adverse site conditions.

Soil Testing
Laboratory tests are performed to define soil properties and identify those soils that do not conform to project specifications. For moisture content, strength, and stability, the early identification of issues helps avoid future problems for our clients and allows for correcting problems both before and during construction.

Tests include laboratory compaction characteristics of soil, plasticity index, gradation, organic content, classification, swell pressure, unconfined compressive strength, and corrosion index testing.

Advanced Soils Testing
In addition to routine index property testing, Terracon laboratories are also equipped to perform the following specialized soil tests:
• Shear Testing
• Consolidation
• Swell
• Hydraulic Conductivity
• Thermal Resistivity
Inspection Services
Proper selection, quality, workmanship, and performance of construction materials play a vital role in ensuring that today’s buildings and infrastructure perform adequately over long periods. We provide continuous improvement and innovative solutions while working with clients to communicate goals, evaluate materials and processes, and reduce the potential for deficiencies. If a failure occurs, we investigate and evaluate to provide our client with practical and cost effective solutions. • Construction Quality Assurance/Quality Control
• Special Inspection
• Materials Engineering Field and Laboratory Testing
and Analysis
• Construction Observation & Monitoring
• Structural Steel & Nondestructive Testing
• Pavement Consulting & Engineering
• Forensic Evaluation
• Materials Condition Assessments
Terracon’s Project Approach to providing Special Inspection and Testing Services for the City’s projects is founded on decades of Special Inspections and Materials Testing experience with large and complex projects. Our experience on these projects has led Terracon to develop programs and processes to facilitate continuous improvement and innovative solutions.

Pavement Engineering
Terracon’s pavement evaluation, design, preservation management, and construction management experience provides needed expertise to meet pavement lifespan challenges.

Terracon uses technologies in field testing and evaluation, laboratory testing, and both visual and geophysical surface condition assessments to provide accurate results. We can provide the most cost-effective recommendations intended to support decision making during the design process and long-term planning for many types of pavement projects.

D Subgrade Evaluation: Subgrade properties are fundamental to pavement design. Terracon offers a full range of drilling, sampling, and coring equipment.

D Material Evaluation: Dynamic Cone Penetration testing for subgrade support characterization and a suite of laboratory tests for determining material properties.

D Existing Surface Evaluation: Paving surfaces may consist of concrete, asphalt, or both. Evaluation of the existing pavement and distresses are performed using ASTM methods.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 7 Pavement design requires knowledge of the traffic conditions (current and projected), environmental conditions, subgrade properties, pavement types, and design life criteria. With the appropriate balance between subgrade preparation and pavement design, a practical solution is engineered.

Services include performing pavement condition surveys to forecast future pavement condition and lifespan. We prepare work plans to extend pavement life, optimize pavement expenditures, and manage pavement maintenance programs. The client can then make informed decisions and remove the guessing game associated with short- and long-term pavement management.

Once the path forward has been determined, proper pavement management plan execution is paramount. Terracon provides the owner the peace of mind the construction/maintenance of their pavement investments will be done correctly and efficiently. From construction administration to materials testing, Terracon provides construction management services from project start to finish.

Concrete and Masonry
New criteria for concrete and masonry construction are evolving continually. Terracon routinely performs design mixes for concrete, mortar, and grout to satisfy the project specifications. Compression and flexural tests are typically performed on hardened concrete cylinders and beams, mortar and grout cubes, and masonry units. Petrographic analysis, drying shrinkage of Portland cement concrete mixes, chloride ion content, rapid chloride ion permeability, freeze-thaw durability, and efflorescence tests can also be performed.

Concrete mix design is the process by which concrete performance properties and mixture proportions are established. Terracon laboratories are experienced at finding the right combination of cementitious materials and aggregates to meet today’s rigorous specifications and yield a workable, economic mix to meet your project needs. With Terracon’s nationwide network of laboratories, our experienced professionals have a vast knowledge of regional standards, materials, and aggregate sources.

Asphalt
Modern construction practices involving asphalt require consideration of such factors as durability, adaptability to fast-track construction, and proper performance under specialized applications. Asphalt concrete mixes can be designed using local materials that best-fit roadway and airport needs. The optimum mix design is determined through Superpave, Marshall, or Hveem test methods and laboratory testing of aggregate properties, extraction, and gradation.

The evaluation of in-place materials is fundamental to decisions regarding the necessity to replace or repair pavement layers. Core samples can be taken to determine the thickness and density of the asphalt concrete and base course materials and to evaluate subgrade properties. Nondestructive nuclear density gauge tests can be performed rapidly for statistical analysis at numerous locations. Recommendations regarding the need for under-drainage or subgrade improvement can be developed. Areas that require patching before placing overlays, and the potential for recycling the in-place pavement system into a new pavement system can also be studied.

Aggregates
Aggregate quality is established and monitored by performing various laboratory tests such as gradation analysis, specific gravity, absorption, soundness, freeze-thaw, abrasion, deleterious substances, and acid solubility.

The construction industry requires durable aggregates for many construction building applications, which must meet strict quality testing standards and criteria. Terracon has a nationwide network of laboratories that specialize in determining the durability of aggregates for these applications. Our full range of independent concrete and Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 8 aggregate testing services can help ensure both the quality of your aggregate and the long-term performance of your project.

A few applications may include the following:

D Portland cement concrete structures (buildings, bridges, pavement, lightweight aggregate applications, art/ decorative/sound barriers, and many other hardscape applications) D Pavement construction (aggregate road base, hot mix asphalt) D Sports athletic structures (running track and athletic field synthetic turf substrate and drains) D Earthwork and foundations (structural embankments, dam applications, and rammed aggregate piers) D Masonry construction (mortar, grout, CMU, and modular blocks)

TERRACON STRENGTHS

LOCAL TO GARDENA
Situated just 3 miles from City Hall, Terracon is deeply rooted in Gardena. We understand the importance of improving and maintaining the City’s infrastructure and facilities and will become an extension of the public works department.

Communication is the key to all successful projects and being local allows us to work closely with the City’s team to foster a strong relationship for years to come.

We also maintain three additional offices within Southern California, providing convenient support for our local team to meet our client’s project needs, including schedules.

PRIMARY OFFICE SUPPORTING OFFICES
Los Angeles County:
145 W. Walnut Street
Gardena, CA 90248
Orange County:
23041 Avenida De La Carlota, Suite 350
Laguna Hills, CA 92653
San Diego County:
9123 Chesapeake Drive
San Diego, CA 92123
Inland Empire:
1355 E. Cooley Drive
Colton, CA 92324

INNOVATIVE SOLUTIONS
Terracon’s vision to lead innovation means constantly asking, “How can we do things better?” We are focused on innovation efforts supporting both employee experience and client experience, driving efficiency and safety. This commitment is evidenced by internal leadership dedicated to developing innovation and digital services, including Stage1, TARGETID, Pivvot, CompassSM, and GIS services and data solutions. This leadership team is focused on assessing potential innovation within our service lines, innovation development, and industry trends. “Your team is always so reliable,
and I am so grateful for it.”
Charlotte Knight, Senior Proposal
Coordinator, CWE
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 9 Stage1 is a technology developed by Terracon
that allows quick, site-specific research, so
project planning and feasibility-level design
can move forward, with a plan to confirm
expectations in later project phases. Clients can interact with GIS layers, tap into our historical subsurface data, and receive the opinion of our experienced geotechnical professionals to understand preliminary geotechnical site considerations prior to field exploration. Using this web-based delivery system, real-time collaborative reporting and decision-making is faster, more informed, and more efficient. Our clients (and our industry) are taking notice: Stage1 has earned awards for innovation from the Environmental Business Journal and the Association of General Contractors.

Our proprietary data management system, TargetID, is our premier materials testing data delivery service. With actual CAD drawings inserted into our GIS system, you can interact with your information in a way like never before.

TargetID, generates real-time test results of critical information such as 24-hour report turnaround of non-conformance items and failing tests, custom report delivery that can be shared with the entire project team and real-time reporting to keep the entire project team informed, saving time and money. TargetID generates real-time test results of critical information, keeping you informed of all test results and helping your project move forward.

TargetID also offers almost unlimited flexibility with items to map, statistical tools to keep on your dashboard, and filtering by elevations in high rises and large cuts and fills. The flexibility and intuitive capabilities of TargetID are ideal for “big data” projects and will most assuredly make your construction manager’s life much simpler.

Terracon GIS Capabilities
Terracon uses the most advanced GIS software applications and database management tools in the industry to help us effectively manage, analyze, and visualize site data in support of projects nationwide. We leverage the ArcGIS platform to provide a wide range of project solutions from traditional map documents to custom web applications. Our staff are versed in a variety of programming tools and languages including Python, C#, JavaScript, VB.NET, ArcGIS Server, ArcObjects, and XML to deliver customized project solutions, and execute complex database development and integration tasks. We also utilize 3D modeling applications including ESRI ArcScene/ArcGlobe and Ctech MVS for complex sites requiring advanced data analysis and visualization. Regardless of the project scope, we strive to deliver intuitive products that help us communicate project data to our clients and other project stakeholders.

CMELMS™ Management System
In order to provide our clients with real-time field and laboratory data management and reporting, Terracon developed and maintains an automated application that we call CMELMS. The acronym stands for Construction Materials Engineering Laboratory Management System and is utilized by construction materials engineering and testing operations in our offices.

CMELMS is a complete and comprehensive field and laboratory testing data and results management system.

Features in the application include accessing and distributing test results and field observation reports by a push of a button.

CMELMS automates the delivery of our testing and inspection information and can be used anywhere with an internet connection or through a wireless device. Data (test results and inspections) can be entered into the application right from the project site so that project managers and engineering staff have real-time access to the field data.

Final Client Reports are produced in the same application, which allows us to achieve better communication, more consistency, and faster turnaround of reports on the project.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 10 We utilize our industry-leading delivery platforms to allow us to provide real-time information to clients and their design teams to allow projects to move along at an accelerated pace and on schedule. Our internal project delivery systems are designed to provide timely information via CompassSM, Terracon’s online collaboration platform.

Make rock-solid decisions and maintain your project’s forward momentum with real-time access to high-quality data and Terracon’s responsive partners. As soon as the City gives us the green light to move forward as your consultant, your project is launched through an online collaboration platform that lets you easily view project data, documents, and reports, and interact with your team all in one place!
Terracon’s CompassSM tool connects the City’s team with your project data and our technical team through a highly customized, visual interface. We are continually enhancing this proprietary platform to deliver seamless facilities, environmental, geotechnical, and material services at any point in your project lifecycle, from site selection through construction and asset management.

The City has real-time digital access to your project information as it becomes available. Our team uses mobile technology to capture and transmit data from the field as it’s collected, so you don’t have to wait for the final report to make critical decisions to keep your project on schedule.

How does Terracon Compass work?
• City’s team receives automated access and secured login credentials. • Next, the team will be introduced to Compass at our client-engaged kickoff meeting. • Following that meeting, your team can log in at any time to:

D Customize notifications.

D Obtain contact information for key Terracon
project team members.

D Collaborate with the entire team.

D View project site overlaid with both public
subsurface maps and Terracon’s proprietary
subsurface data.

D Monitor project progress.

D View all Terracon services performed at the site.

D Track milestone deadlines with completion dates
updated in real-time.

D Download digital data.

D Receive final, signed deliverables.

D Build a library of past projects and access the
data any time long after projects have been
completed.

Pavement Technology Solutions with Pave-AI
Managing your pavement assets is essential to detect hazards early and apply the appropriate pavement maintenance technique to extend the life of your pavement asset while simultaneously keeping operations moving at your business.

Using information from pavement asset quantification and management technology, Terracon can partner with you to develop a best-practice, data-driven pavement maintenance strategy to mitigate future risks and optimize your budgets.

Terracon’s pavement technology provides automated distress detection and Pavement Condition Index (PCI) calculation through time-stamped mosaic imagery and artificial intelligence (AI) learning. This innovative approach enables our engineers to safely and efficiently collect field imagery, generate mosaic models, calculate pavement conditions, and ultimately utilize this data to create summary reports with maintenance and rehabilitation options and budget projections.

The City can make cost-effective maintenance decisions and prioritize projects over time using the pavement condition data collected and stitched together using Terracon’s Pave-AI innovative approach that provides a more precise image of your pavement as well as more comprehensive coverage of your pavement than is done in a typical manual survey.

The City can be confident that our innovative, cost-effective pavement solutions will help you extend the life of your pavement assets and optimize your budget! Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196

AND EXPERIENCE

KEY PERSONNEL
Key Personnel
and Experience
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 11

KEY PERSONNEL AND EXPERIENCE

DELIVERABLE WORK PLAN
Ensuring all deliverables are on time, within budget, and free of errors starts with an excellent work plan. Our methodology begins with a strong commitment to partnership, collaboration, communication, and coordination with all team members.

A typical scenario of how this strategy would be implemented consists of the following:
• Project Initiation and Coordination: Terracon will meet with the project team to receive the specific project requirements. A preliminary work plan including project cost estimates, schedule, allocation of staff and equipment, and formulation of budget control elements will be submitted for approval. • Project Level Coordination/Field Work: Under the City’s direction and based on the construction plans, Terracon’s Project Manager will undertake detailed phase planning and execution. The Project Manager will coordinate with the appropriately certified and qualified engineers, inspectors, technicians, and staff to initiate the work and to follow it through to completion.
• Laboratory Testing: Laboratory testing for each project will be performed by Terracon’s Colton office and results will be subject to quality assurance by the Laboratory Manager. • Task Analyses/Report Preparation: Terracon utilizes our proprietary tools and software, Construction Materials Engineering Laboratory Management System (CMELMS) and Client Portal, to provide your project team with accurate and timely reports associated with the services on your project. CMELMS is a complete and comprehensive field and laboratory report tracking, information management, and distribution system that ensures timely and accurate reporting. This system allows us to accurately track a sample in the field or laboratory by setting up a dispatch report and tracking ID for each task scheduled and dispatched. Our field staff will complete their daily reports on-site, utilizing laptops and smartphones. We have a mobile app that our field staff will use for field data collection and reporting as part of our Seamless Constructed Deliver approach. Once the reports are completed, our project managers will be notified that reports are ready for review and distribution. Our project manager will review and submit reports to the designated project team daily. Any non-conforming conditions or uncorrected deficiencies will also be tracked and reported immediately to the project team for a resolution plan.

QUALITY CONTROL/QUALITY ASSURANCE
Terracon’s approach to consulting services for the City’s projects is founded on decades of Geotechnical and Materials Testing experience with various on-calls. This experience has led Terracon to develop programs and processes to facilitate timeliness and communication on our projects. Unique to Terracon, our data management system, Compass, strengthens our entire process. Terracon’s CompassSM tool connects your project data with our technical team through a highly customized, visual interface. Our clients have real-time digital access to your project information as it becomes available.

Our team uses mobile technology to capture and transmit data from the field as it’s collected, so you don’t have to wait for the final report to make critical decisions to keep your project on schedule. • Quality Control/Quality Assurance: Our Authorized Project Reviewer (APR) program promotes quality performance – getting it right the first time, every time. Terracon’s APR program provides you with accurate, comprehensive reports and saves you time and money by using internal measures to reduce errors. Quality oversight includes the selection, vetting, approval, and ongoing evaluation of qualified Authorized Project Reviewers (APRs) who have the responsibility to oversee quality for every project. We have designated APRs for our geotechnical, materials testing, and laboratory services.
“Sending out a quick note thanking
team Terracon for concluding the
work earlier today. Your team did
a great job staying on schedule
and conducting themselves in a
professional manner”.
-Daniel Sanchez,
Operations Coordinator
Aeroplex Group Partners
(Long Beach Airport)
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 12 The City needs more than a consultant. We operate as an extension of your staff and take a personal stake in your success. Carlos Amante, PE, GE will serve as Terracon’s Senior Project Manager and be the City’s primary point of contact. He will support Smriti Dhital who will serves as the Project Manager and will oversee day-to-day operations until project completion, ensuring that the Terracon team’s resources are readily available to the City. One of Terracon’s key advantages lies in its comprehensive range of specializations, all conveniently housed under one roof. Additionally, Terracon boasts a dedicated team of specialists who provide geotechnical and materials testing services across various categories.

The primary objective of Terracon’s management approach is to ensure the technically proficient, timely, and cost-effective execution of your project. Our approach has been designed to achieve this objective using components of management strategies that have proven successful for similar projects with municipalities throughout Southern California. In order to provide the City with services that respond to a variety of needs, while simultaneously maintaining the technical quality of final deliverables and budget/schedule control, we designed our program management for the City to provide clearly defined lines of communication and management responsibilities, including the following features:
• Integrated team of consultant professionals and resources allocated for assignment based on expertise.
• Structured approach to conducting quality control that assigns a team of senior personnel who have an expertise in applicable regulations and current industry standards to provide review of deliverables throughout the life of a project.
• Redundant capacity, capable of expanding team resources in response to supporting changes of requirements and priorities, as needed.
• Ease of scheduling through the use of Geotechnical Exploration Managers and Construction Inspector Dispatchers. • Clear, centralized management procedures for financial control and quality assurance that provides weekly cost accounting report for each person working on a specific project. • Proactive approach to problem solving which provides direct input to the City and access to the Terracon Team. • Simplified management structure with areas of responsibilities and accountability defined. • Depth of resources capable of expanding teams to respond to changing future support requirements and priorities. • Senior Quality Assurance/Quality Control reviews throughout the life of a project to help assure the highest caliber reports and engineering documents.
• Technical experts with varied discipline backgrounds and expertise to provide technical and regulatory guidance throughout a project, as appropriate.

Terracon understands the nature of the work to be performed through our experience with numerous projects performed within the city and the surrounding area. We have developed a management structure to provide high-quality products and timely results at reasonable costs.

To assist the City in successfully completing projects, we provide constant communication. Terracon recognizes that effective partnering, adequate resources, and technical capabilities, while vital, do not alone guarantee successful project performance. The resources must be directed and supported by effective management procedures, cost and quality controls, and a proven delivery system. Terracon brings you a well-defined program management approach and proven procedures for planning, budgeting, scheduling, communicating, and controlling successful project delivery.

Type I
Project Process

PROJECT CLOSEOUT

PROPOSAL REVIEW

PROJECT AWARD

APR ENGAGEMENT

PROJECT MANAGEMENT

VERIFICATION

KICKOFF MEETING

PROJECT MILESTONES

PROJECT DELIVERABLES

LEGAL CONTRACT
REVIEW

CONTRACT
SIGNED
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 13 EXPERIENCE AND TECHNICAL COMPETENCE OF SUBCONSULTANTS.

Terracon is fully competent in all geotechnical and materials testing services that may be needed; however, we understand that projects sometimes require working with small business, minority, or other subconsultants (subs). We have longstanding relationships with many local subs that meet these requirements and can utilize their services when necessary. Subs are considered part of the Terracon team and are integrated into projects seamlessly. We have assembled and have worked with the following subconsultants to perform the following services as needed.

MR DRILLING
MR Drilling, a Small Business Enterprise (SBE), also known as J. & H. Drilling Co., Inc., was founded in 1989 and is headquartered in Santa Fe Springs, California. They offer a broad range of environmental and geotechnical drilling services, including:
• Soil Sampling: Collecting soil samples for analysis.
• Well Installations: Setting up wells for various purposes. • Agricultural, Production, and Monitoring Well Abandonment: Properly closing wells that are no longer in use.
• Well Development: Ensuring optimal well performance.
• Close Confinement Drilling with a High Torque Rig: Drilling in tight spaces using specialized equipment.
• Direct Push Machines: A method for collecting subsurface samples. • Air Knife Capabilities: Using compressed air to clear debris during drilling. • Potholing/Utility Clearance: Creating holes to locate utilities or other underground structures. 2R DRILLING, INC.
2R Drilling, Inc. specializes in geotechnical and environmental soil test borings. Based in Chino, California, they serve Southern California. Their services include:
• Hollow Stem Auger Drilling: Using equipment like the CME 85 Hollow Stem Auger drill. • Mud Rotary Wash Drilling: Employing techniques like wireline coring and direct push. • Well Development: Ensuring optimal well performance.
• Concrete and Asphalt Coring: Providing core samples for construction purposes.

They offer a range of drill rigs, including the GT16 Tier 4 Final Rubber Track Mounted Drill and the GT8 Tier 4 Final Multipurpose Track Mounted Drill. These rigs feature wireless remote consoles and LIDAR optical proximity cages for safety.

AP ENGINEERING & TESTING, INC.

AP Engineering & Testing, Inc. offers a complete line of geotechnical testing services with high quality, competitive prices and the fastest possible turnaround time. Their field services include field exploratory, in-situ testing, deputy inspection, field observation and testing during grading, wall and trench backfill testing, quality control testing during street rehabilitation, manometer survey, and field instrumentation and monitoring. Their geotechnical laboratory is equipped with a full range of testing equipment ranging from basic classification test apparatus to sophisticated equipment such as triaxial test apparatus. All of their equipment conform to ASTM and/or Caltrans standards and are calibrated regularly for accuracy and conformance.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 14

FAMILIARITY OF REGIONAL GRANTS/COMPETITIVE FUNDS (SBCCOG & LA METRO) When it comes to familiarity with regional grants and competitive funds, Terracon’s Southern California offices are strategically positioned to understand and navigate the funding landscape. Two key organizations in this region are the South Bay Cities Council of Governments (SBCCOG) and LA Metro.

The SBCCOG is a joint powers authority government agency of 16 cities and Los Angeles County that aims to maximize the quality of life and productivity of the Los Angeles South Bay subregion. They work collaboratively to identify additional funding to assist cities in implementing their strategies through adaptation and resiliency grants and programs.

On the other hand, LA Metro is responsible for programming transportation funds in Los Angeles County. They manage various funding programs and sources, including the Active Transportation Program (ATP), Climate Investment Programs (Cap-and-Trade), and the Road Repair and Accountability Act (SB1).

Terracon’s expertise in geotechnical, materials engineering, environmental, and facilities, coupled with our understanding of the regional funding landscape, positions us well to assist clients in leveraging these funds for their projects. Whether it’s navigating the application process for a grant from the SBCCOG or understanding the requirements of a competitive fund from LA Metro, Terracon’s Southern California offices are equipped to provide the necessary support. Our commitment to problem-solving and scientific expertise makes us a reliable partner in maximizing the potential of these regional grants and competitive funds.

EXPERIENCE AND HISTORY WITH LOCAL AGENCIES
The convenience of having four offices servicing Southern California has allowed us to complete hundreds of Geotechnical, Materials, Environmental, and Facilities projects throughout Southern California, including over 1,000 Geotechnical and Materials projects within the greater Los Angeles Metro area. We have diligently tracked data on subsurface conditions and project findings for all these projects and routinely utilize this information to benefit our clients’ strategic decision-making.

We understand the unique geological and environmental issues relevant to key regions. Our experts are familiar with navigating various local, state, and federal regulations and processes that may overlap at any site. The advantage of working with Terracon is the interconnectedness of our services and our efficient data collection and reporting systems. With our project experience, our reporting systems and applications already contain soil information for several projects allowing us to utilize this data on future projects to reduce the cost and schedule associated with a new project. With our in-house efficiencies, we will bring you quality services that will benefit your cost and schedule on every project.

Terracon’s local team has been supporting local agencies and municipalities across Southern California for nearly six decades. We understand the needs of our public clients, and the resources required to successfully service on-call contracts. Our nationwide network of professionals allows us to initiate services easily on one or multiple contracts or task orders simultaneously.

Below is a list of local agencies and local agencies and municipalities we have directly served throughout Southern California over the past 10 years:

Los Angeles County
• City of Arcadia
• City of Carson
• City of Cerritos
• City of Culver City
• City of Camarillo
• City of Downey
• City of El Cerrito
• City of Hermosa Beach
• City of Lancaster
• City of Lemon Grove
• City of Manhattan Beach
• City of Monterey Park
• City of Moorpark
• City of Pomona
• City of Santa Monica
• City of Simi Valley
• City of South Gate
• City of Thousand Oaks
Orange County
• City of Anaheim
• City of Santa Ana
• City of Huntington Beach
• City of Tustin
Inland Empire
• City of Beaumont
• City of Chino
• City of Colton
• City of Grand Terrace
• City of Jurupa Valley
• City of Loma Linda
• City of Moreno Valley
• City of Palm Springs
200+
Projects Completed
in the past 5 years for
local agencies and
municipalities throughout
Southern California
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 15 • City of Rancho Mirage
• City of Redlands
• City of Rialto
• City of Riverside
• City of San Bernardino
• County of San Bernardino
• County of Riverside
• Riverside County Sheriff-Coroner
• City of Victorville
• City of Yucaipa
San Diego County
• City of Chula Vista

PROJECT TEAM
Terracon has a significant depth of experienced employee-owners, including licensed professionals, project managers, regional managers, geologists, engineers, materials testing technicians, soils technicians and laboratory personnel for every potential project the City may require. In addition to the key personnel shown below, we have staff beyond those included that we can draw upon to perform the City’s work.

To support efficient project delivery, we request that a City representative is present at the kickoff call of each project to discuss logistics of the project at hand. This person would facilitate consistency throughout the process of permitting prior to exploration through the engineering analysis and design phase of the project. They would be engaged and be familiar with our team members (summarized below) if questions arise after our work is concluded.

Terracon’s local team has no past or pending disciplinary actions against them.

Team Members
Team Member/Role Years of
Experience Responsibility CA Licenses Availability
Carlos Amante, PE, GE
Senior Project Manager/Point of
Contact 30
Carlos will be responsible for overseeing all aspect
of each task order including defining scope,
schedule and budget, and coordinating resources.

PE #GE 2724
PE #C57831 40%
Smiriti Dhital
Project Manager 5 Smiriti will manage assigned geotechnical engineering task orders. 60%
Josh Morgan, PE
Principal/Contract Manager 15 Josh will manage the contract and provide oversight and resources. PE #C86032 30%
Fred Buhamdan, PE, PMP
Senior Principal/VP/APR 22 Fred will provide QA/QC as an Authorized Project Reviewer.

PE #C77455
PMP 20%
Tim Slegers, PE
Regional Materials Manager 27
Tim will ensure that laboratory testing services are
conducted safely, efficiently, and in accordance with
quality protocols and project requirements.

PE #C58653 30%
Jay Martin, PG, CEG
Principal Geologist 35
Jay will evaluate and interpret subsurface field and
sampling data, to develop conclusions about site
conditions.

PG #4887
CEG #1529 30%
Michael Mackey
Sr. Materials Testing Tech 20 Mike will oversee all aspects of the construction materials department. 25%
Morteza (Max) Tajabadi, PhD
Materials Project Manager 8 Max will manage assigned materials task orders. 40% John McKeown, PG, CEG
Geotechnical Project Manager 20 John will manage assigned geotechnical engineering task orders.

PG #7753
CEG #2396 35%
James Dalgity
Soils Manager 35 James will oversee activities of soils, concrete, and asphalt testing. 25%
Sean Paroski, EIT
Geotechnical Project Manager 5 Sean will manage assigned geotechnical engineering task orders. EIT #176293 35%
Ryan Hankes
Geotechnical Field Supervisor 10 Ryan will oversee geotechnical field staff. 25% Tom Remmel
Laboratory Manager 15 Tom will oversee training, equipment maintenance, and staff utilization within the laboratory. 20%
Geotechical Engineering Team Member Materials Testing Team Member Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196

ORGANIZATION
CHART
Organization Chart
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 16 Key Personnel - Resumes provided

ORGANIZATIONAL CHART

FRED BUHAMDAN, PE
Sr. Principal/Vice President/
Authorized Project Reviewer

JAY MARTIN, PG, CEG
Principal Geologist
MORTEZA TAJABADI, PhD
Project Manager

JAMES DALGITY
Soils Manager

MICHAEL MACKEY
Field Services Manager

TIM SLEGERS, PE
Regional Materials Manager

JOSH MORGAN, PE
Principal | Contract Manager

CARLOS AMANTE, PE, GE
Senior Project Manager | Point of Contact

JOHN MCKEOWN, PG, CEG
Project Manager

SEAN PAROSKI
Project Manager

SMRITI DHITAL
Project Manager

TOM REMMEL
Laboratory Manager

RYAN HANKES
Field Supervisor
10 SOIL TECHNICIANS

FIELD TEAM
14 Geologists
16 Engineers
2R
DRILLING INC.

MR AP ENGINEERING

DRILLING
30+

SPECIAL INSPECTORS
Geotechical Engineering
Materials Testing
Geotechnical Field Support
Construction Support
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196

SIMILAR PROJECTS/

SERVICES
Similar Projects/Services
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 17

SIMILAR PROJECTS/SERVICES
Manhattan Beach Design 28th Street Storm
Drain Infiltration

MANHATTAN BEACH, CA
Terracon performed a geotechnical investigation including explorations and infiltration testing. The second phase included a slope stability analysis. The final phase of the project included engineering analysis and lab testing for general engineering recommendations.

CLIENT:

Vik Bapna, Principal or Katie Harrel, Special Projects Manager CWE Corporation
1561 E Orangethorpe Ave, Ste 240, Fullerton, CA 92831-5202 Phone: (714) 732-8181
[email protected] | [email protected]
DATE:
2022 – 2023
TEAM:

Fred Buhamdan, APR/Project Director
Josh Morgan, Principal
Smiriti Dhital, Project Manager
On-Call Pavement Rehabilitation Contract

CULVER CITY, CA
As part of an on-call contract, Terracon performed geotechnical investigation services for Culver City’s Pavement Rehabilitation Project that involved 14 locations within City boundaries. Our services helped in determining the design and construction of the pavement rehabilitation and construction projects throughout the City.

Our scope of work included the advancement of 22 test boring to approximate depths ranging between 4 inches and 3 feet below existing grades. Laboratory testing included classification testing and R-Value tests. In addition, we conducted a visual pavement survey and identified areas with poor conditions that required total reconstruction and provided pavement rehabilitation recommendations for the rest of the project areas.

CLIENT:

Diana Szymanski, Associate Engineer
City of Culver City, DPW
9770 Culver Blvd, Culver City, CA 90232
Phone: (310) 253-5623 • [email protected]
DATE:
2020
TEAM:

Fred Buhamdan, APR/Project Director
Josh Morgan, Project Manager

REPRESENTATIVE SERVICES ON RELEVANT PROJECTS
X Geotechnical Engineering Investigations
X Geotechnical Report
X Pavement Design
X Grading Requirements
X Concrete Testing
X Soil and Aggregate Testing
X Construction Support Services

REPRESENTATIVE SERVICES ON RELEVANT PROJECTS
X Geotechnical Engineering Investigations
X Geotechnical Report
X Pavement Design
X Grading Requirements
X Retaining Walls
X Slope Stability Analysis
X Concrete Testing
X Soil and Aggregate Testing
X Construction Support Services
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 18 City of Monterey Park Residential
Pavement Rehabilitation

MONTEREY PARK, CA
This project involved the rehabilitation of existing asphalt concrete (AC) pavement. The scope included cold milling the pavement by two to five inches and overlaying it with two inches of Asphalt Rubber Hot Mix (ARHM). Damaged
underlying roadway pavement was removed and replaced up to a depth of 15.5 inches. Sections of PCC curb and gutter was also reconstructed.

Terracon provided project management and specialized field and laboratory services for testing and inspection throughout the project including earthwork observation and compaction testing, soil/aggregate testing, shallow foundation bearing soil observation and testing, cast-in-place concrete reinforcing steel special inspection, , PCC field and laboratory testing, and structural masonry special inspection and testing.

CLIENT REFERENCE:

Ziad Mazboudi, PE, LEED AP, Interim City Engineer Manager City of Monterey Park
320 W Newmark Ave, Monterey Park, CA 91754
Phone: (626) 307-1320 • [email protected]
DATE:
2022-2023
TEAM:

Fred Buhamdan, Project Director
Smiriti Dhital, Project Manager
Jay Martin, APR

REPRESENTATIVE SERVICES ON RELEVANT PROJECTS
X Geotechnical Engineering Investigations
X Geotechnical Report
X Pavement Design
X Grading Requirements
Old Town Placentia Streetscape
Improvements

PLACENTIA, CA
The project involves the redesign and rehabilitation of one of the main streets within the City of Placentia. This street is the heartbeat of the City and was in dire need of modernization.

Our scope of work involved nearly 20 borings at critical intersections which were being modernized to support both redesign of pavements and infrastructure but also to support design of stormwater infiltration systems. This area of the City has been overlayed multiple times and had numerous areas that were PCC paved. A coring scope of work was developed to provide information between the borings to delineate these PCC areas and support accurate contractor bidding.

CLIENT:

Chase Keys, Engineering Group Leader
HR Green, Inc.
1260 Corona Pointe Court Ste 305
Corona, CA 92879
Phone: (855) 900-4742 • [email protected]
DATE:
2023
TEAM:

Josh Morgan, APR
Octavio Flores, Project Manager
Smriti Dhital, Assistant Project Manager

REFERENCES
References
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 19

REFERENCES

CITY OF CULVER CITY
Contact: Mate Gaspar – City Engineer
Phone: (310) 253-5623
Email: [email protected]
Contact: Diana Szymanski – City Associate Engineer
Phone: (310) 253-5623
Email: [email protected]
Location: 9505 West Jefferson Boulevard,
Culver City, CA 90232

CITY OF MONTEREY PARK
Contact: Ziad Mazboudi, PE, LEED AP, Interim City Engineer Manager Phone: (626) 307-1320
Email: [email protected]
Location: 320 W Newmark Ave,
Monterey Park, CA 91754
CWE COPORATION:

Contact: Vik Bapna, Principal
or Katie Harrel, Special Projects Manager
Phone: (714) 732-8181
Email: [email protected] | [email protected]
Location: 1561 E Orangethorpe Ave, Ste 240,
Fullerton, CA 92831-5202
HR GREEN, INC:

Contact: Chase Keys, Engineering Group Leader
Phone: (855) 900-4742
Email: [email protected]
Location: 1260 Corona Pointe Court Ste 305
Corona, CA 92879
14 PROJECTS

DIRECTLY WITH

CITY OF CULVER CITY
6 PROJECTS

DIRECTLY WITH

CITY OF MONTEREY
PARK
71 PROJECTS

DIRECTLY WITH
CWE
18 PROJECTS

DIRECTLY WITH

HR GREEN
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196

FEE SCHEDULE
Fee Schedule
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 20 2024
Schedule of Services and Fees
Geotechnical and Materials Testing Services - Southern California Title Rates
Senior Principal $325 /hour
Principal $300 /hour
Senior Consultant $290 /hour
Senior Engineer $250 /hour
Senior Geologist $250 /hour
Senior Geophysicist $250 /hour
Senior Project Manager $225 /hour
Project Manager $190 /hour
Project Engineer $185 /hour
Project Geologist $185 /hour
Project Geophysicist $185 /hour
Assistant Project Manager $170 /hour
Field Supervisor $165 /hour
Senior Staff Engineer $160 /hour
Senior Staff Geologist $160 /hour
Senior Staff Geophysicist $160 /hour
Senior GIS Analyst $155 /hour
Project Field Manager $150 /hour
Staff Engineer - Prevailing Wage $194.25 /hour
Staff Engineer $145 /hour
Staff Geologist - Prevailing Wage $194.25 /hour
Staff Geologist $145 /hour
Staff Geophysicist $145 /hour
CAD Operator $130 /hour
Field Engineer - Prevailing Wage $183.75 /hour
Field Engineer $130 /hour
Field Geologist - Prevailing Wage $183.75 /hour
Field Geologist $130 /hour
Field Geophysicist - Prevailing Wage $183.75 /hour
Field Geophysicist $130 /hour
Assistant Geologist - Prevailing Wage $183.75 /hour
Assistant Geologist $120 /hour
Assistant Geophysicist - Prevailing Wage $183.75 /hour
Assistant Geophysicist $120 /hour
Engineering Assistant - Prevailing Wage $183.75 /hour
Engineering Assistant $120 /hour
Construction Inspector - Prevailing Wage $183.75 /hour

FEE SCHEDULE
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 21 2024
Schedule of Services and Fees
Geotechnical and Materials Testing Services - Southern California Title Rates
Construction Inspector $135 /hour
Technician V - Prevailing Wage (4 hour minimum) $194.25 /hour Technician V (4 hour minimum) $139.05 /hour
Technician IV - Prevailing Wage (4 hour minimum) $189.00 /hour Technician IV (4 hour minimum) $128.75 /hour
Technician III - Prevailing Wage (4 hour minimum) $189.00 /hour Technician III (4 hour minimum) $118.45 /hour
Technician II - Prevailing Wage (4 hour minimum) $183.75 /hour Technician II (4 hour minimum) $108.15 /hour
Technician I - Prevailing Wage (4 hour minimum) $183.75 /hour Technician I (4 hour minimum) $97.85 /hour
Clerical/Administrative Staff / Senior Administrative Staff $103.00 /hour Project Coordinator $103.00 /hour
*An overtime premium of 1.5 times the hourly rate will apply for services provided Monday through Friday that are in excess of 8 hours per day and for services provided before 7:00 AM and after 6:00 PM, as well as for services provided on Saturday, Sunday and Terracon recognized holidays.

Note: Deposition or court testimony at a minimum of 1.75 times the regular rate-minimum of $250/hr.

2. DRILLING
Mobilization of equipment and personnel – With-in Gardena $650 /minimum Support Vehicle $250 /day
Difficult Moving $350 /hour
Shelby Tube Samples $55 /sample
Hourly charge for field personnel and drilling equipment Drilling w/truck-mount rig with two persons $350 /hour
Drilling w/truck-mount rig with two persons (Overtime) $450 /hour Drilling w/track-mount & ATV rig with two persons $375 /hour Drilling w/track-mount & ATV rig with two persons (Overtime) $475 /hour Drill crew (2-man) surcharge for Davis Bacon or CA Prevailing wages $200 /hour Cost of special equipment for moving drilling equipment about site or for permits Cost Plus 15% Miscellaneous items, client delay, stand-by time
Truck-mount $300 /hour
Track-mount & ATV $400 /hour
Well point installation in drilled borehole, installing pipe plus $375 /hour Perforated pipe (3“ max size) does not include drilling hole $21 /ft Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 22 2024
Schedule of Services and Fees
Geotechnical and Materials Testing Services - Southern California Title Rates
Additional charge for surface protector pipe, cap, and pad $600 /minimum Grouting, cement-bentonite $25 /ft
Borehole backfill, bentonite chips $18 /ft

3. INSITUTESTING (Cone Penetration, Dilatometer and Vane Shear Testing) Mobilization of equipment and personnel – CPT Rig within Gardena $800 /day minimum Hourly charge for operator and equipment* $450 /hour
* Note - Standby for client delay or difficult access greater than ½ hour per test location 4-hour minimum Electronic Cone Penetration Testing (CPT)
CPTU (with pore pressure) $20 /ft
Seismic Tests at 5 ft intervals $65 /test
Pore pressure dissipation testing $340 /hour
In-Situ Vane Shear Testing (VST-direct push, 3” x 6” vane) $350 /hour Dilatometer Testing (DMT) tests at 1-foot intervals $35 /ft Data Reduction
CPT sounding $125 /each
DMT sounding $160 /each
VST test $40 /test

4. GEOPROBE SYSTEM
Mobilization of equipment and personnel – GeoProbe within Gardena $750 /day Direct Push only, 8-hr day $ 3,900 /day
Consumable Geoprobe® Supplies Cost Plus 15%
Excess of 8-hrs, Standby/Client Delay Time - machine and operators $390 /hour

5. GEOTECHNICAL AND MATERIALS EQUIPMENT RENTAL (Personnel Time Not Included) Nuclear Density and Moisture Measuring Equipment $20 /test Porosity $211.15 /test
Pin Hole Dispersion $309.00 /test
With Remolding of Sample $339.90 /test
Sand Equivalent $231.75 /test
Soil Thermal Resistivity - 4-point Dry Out Curve $ 1,250 /test Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 23 2024
Schedule of Services and Fees
Geotechnical and Materials Testing Services - Southern California Title Rates
Additional Points $250 /point
Consolidation
Constant Rate of Strain Consolidation, 2.5” diameter - ASTM D4186 $669.50 /test Includes duration of 4 days, each additional day $103.00 /day Incremental Consolidation, 2.5” diameter - ASTM D2435
$643.75 /test
(Regular Load Increment to 16 TSF)
Each additional Unloaded-Reload Cycle $103.00 /cycle
Each additional Unloaded-Reload Cycle $396.55 /test
Swell Test ASTM D4546 Method A, per specimen (requires 4 minimum) $283.25 /test Swell Test ASTM D4546 Method B, per specimen $283.25 /test Swell Test ASTM D4546 Method C, per specimen $437.75 /test Shear Strength
Unconfined Compression, ASTM D2166 $154.50 /test
With Stress-Strain Curve $154.50 /each
Calibrated Hand Penetrometer or Torvane $25.75 /each
Direct Shear FAST (cohesionless) $309.00 /point
Direct Shear SLOW (cohesive) $386.25 /point
Standard Sample Preparation $97.85 /sample
Preparation on remolding for difficult samples $103.00 /hour Unconfined Compression on Cured Proctor Sample with Fly Ash $128.75 /test Triaxial Compression
Unconsolidated Undrained Triaxial (per Confining Stress) $216.30 /each Consolidated Undrained Triaxial (per Confining Stress) $422.30 /each Consolidated Drained Triaxial (per Confining Stress) *Note: Normally requires three $463.50 /each Preparation of Remolded Samples $103.00 /hour
Note: Test rates for 1.4 inch,1.8 inch and 2.8 inch diameter samples. Rates for other diameter samples available upon request.

Compaction and Density
Laboratory CBR (does not include maximum density) $450 /test R-Value (ASTM D-2844) $400 /each
Modified Proctor (ASTM D 1557) $300 /test
Standard Proctor (ASTM D 698) $250 /test
Relative Density (ASTM D 4253 & D 4254 wet or dry method) $463.50 /each Standard Proctor with Fly Ash (2 hour Delay) $272.95 /each Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 24 2024
Schedule of Services and Fees
Geotechnical and Materials Testing Services - Southern California Title Rates
Harvard Miniature $257.50 /each
Field CBR * Additional charge for Coarse Aggregate Correction $51.50 /each Permeability
Constant Head Permeability Test (ASTM D2434) $242.05 /test Falling Head Permeability Test (ASTM D5084) $324.45 /each Preparation of Remolded Samples $51.50 /each
Chemical Tests
pH (By meter) $51.50 /each
Electrical Conductivity by Miller box $149.35 /each
Chloride Concentration $97.85 /each
Soluble Sulfate $113.30 /each
Cation Exchange Capacity of Soil $164.80 /each

6. ROCK LABORATORY TESTING
ASTM D 7012 Triaxial Compression, Method A (per confining stress) $396.55 /each ASTMD7012ElasticModuliinTriaxialCompression, Method B (per confining stress) $530.45 /each ASTM D 7012 Uniaxial Compression Test, Method C $288.40 /each ASTM D 7012 Elastic Moduli in Uniaxial Compression, Method D $406.85 /each ASTM D 3967 Indirect Brazilian Tensile Test $108.15 /each ASTM D 4644 Slake Durability Index $206.00 /each
ASTM D 5607 Direct Shear Intact Rock (per normal stress) $386.25 /each ASTM D 5607 Direct Shear at Discontinuity (3 normal stresses) $1,158.75 /each ASTM D 5607 Direct Shear Saw Cut (3 normal stresses) $1,158.75 /each ASTM D 5607 Direct Shear Intact Rock with Residual Cycles (3 normal stresses $1,261.75 /each ASTM D 5731 Point Load Axial Diametrical $97.85 /each
Difficult Sample Preparation $103.00 /hour
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196

RESUMES
Resumes
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 25

EDUCATION
Master of Applied Science,
Geotechnical Engineering,
University of British Columbia,
Canada
Master of Engineering, Earthquake
Engineering, Kanazawa University,
Japan
Bachelor of Science in Civil
Engineering, University of the
Philippines, Metro Manila,
Philippines

REGISTRATIONS
Registered Geotechnical Engineer,
CA, #GE 2724
Registered Civil Engineer, CA,
#C 57831

CERTIFICATIONS
American Society of Civil Engineers
(ASCE)Geo-Institute
California Geotechnical Engineering
Association (CalGeo)
* Work performed prior to
joining Terracon.

CARLOS V. AMANTE, PE, GE
SENIOR PROJECT MANAGER | POINT OF CONTACT
Carlos Amante has over 29 years of geotechnical and earthquake engineering consulting and project management experience in southern California.

Carlos is highly experienced in the management and technical delivery of design and construction projects involving complex ground investigation, seismic-resilient design of earthworks and foundations, slope engineering, liquefaction assessment, constructability/value engineering study, construction quality management, and materials testing and special inspection services.

PROJECT EXPERIENCE
• Bicycle and Pedestrian Facilities, Sixth Street Viaduct Replacement Project, Los Angeles, CA. Geotechnical Project Manager. Geotechnical investigation for proposed street pavement improvements on Mission Road, Jesse Street and Myers Road and installation of underground fiberglass-reinforced polymer (FRP) water silos with a nominal diameter of 12 feet and height of up to 60 feet.
• Ocean View Boulevard Slope Repair Project, (PS&E and CQA), La CañadaFlintridge, CA. Geotechnical Project Manager. Geotechnical investigation, preparation of geotechnical design report providing recommendations for slope reconstruction and repair of retaining walls, and preparation of plans and technical specifications.
• First Street Viaduct over Glendale Boulevard (PS&E), Los Angeles, CA.

Geotechnical Project Manager. Geotechnical investigation, preparation of Final Bridge Foundation Report, review of plans and technical specifications. • Alameda Corridor-East Grade Separation Projects at Baldwin Avenue, Nogales Street and Brea Canyon Road (PS&E), Los Angeles County, CA.

Lead Geotechnical Engineer. Geotechnical investigation for proposed railroad bridges over existing roadways, retaining walls, and pump stations at four grade separation projects.
• I-405 Sepulveda Pass Widening (Design-Build), Los Angeles, CA. Lead Geotechnical Engineer. Geotechnical study of impact of construction of MSE wall embankment on existing MWD pipeline. Conducted numerical modelling of fill-induced settlements along the pipeline using FLAC program. • City of La Habra Heights Pavement Rehabilitation (PS&E), La Habra Heights, CA. Geotechnical Project Manager. Pavement design services for the rehabilitation of select residential streets within the City, including pavement coring. (Client: City of La Habra Heights).
• City of Placentia Residential Street Rehabilitation (PS&E), Placentia, CA. Geotechnical Project Manager. Pavement design services for the rehabilitation of select residential streets within the City of Placentia, including pavement coring.
• City of Laguna Niguel Design Services for Construction and Beautification of Landscaped Medians and Monuments, Laguna Niguel, CA. Lead Geotechnical Engineer. Geotechnical and foundation design of shallow foundations for 23 monuments, and drilled caissons for two 60-ft high monuments to be located throughout the City of Laguna Niguel.

RESUMES
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 26

SMRITI DHITAL

PROJECT MANAGER
Smriti Dhital is a Project Manager with over five years of experience in geotechnical report preparation, Geo-structure design, and field investigations. Her expertise extends to ground improvement techniques, including dynamic compaction, surcharge preloading with PVD, and vibro-replacement. She is also adept at shoring design (including MSE walls, soldier piles, and soil nail walls) and finite element modeling for non-routine geotechnical challenges. Additionally, Smriti possesses comprehensive knowledge of geotechnical and structural software, enabling her to analyze slope stability, design deep excavations, assess pile foundations, model groundwater flow, and perform structural analysis and design.

PROJECT EXPERIENCE
• 28th St. Stormwater Infiltration Project, Manhattan Beach, CA • Manhattan Beach Infiltration, Manhattan Beach, CA
• Santa Ana Green Street Urban Greening, Santa Ana, CA
• I-405 South Multi-Asset Design Build, Orange County, CA • Hollywood Burbank Airport Passenger Terminal, Burbank, CA • Jet Center II, Long Beach Airport, Long Beach, CA
• Pavement Assessment of Various Streets, Monterey Park, CA • Culver City Bioretention, Culver City, CA
• Los Nietos Green Infrastructure, Whittier, CA
• Parkway BMPs for Dominguez Channel-Harbors, Torrance, CA • Barnes Park Project, Baldwin Park, Baldwin Park, CA
• Dominguez Channel-Harbors Toxics, Torrance, CA
• LACPW South Whittier Green Streets, Meyer Site, Whittier, CA • Malibu Stormwater Improvement, Malibu, CA
• Bristol-Tolliver Urban Greening, Santa Ana, CA
• San Gabriel Levee Ramp Evaluation, Arcadia, CA
• City of Torrance Storm Drain, Torrance, CA
• Indian Street Pedestrian Bridge, Ontario, CA
• B Street Water Main Replacement, Chino, CA

EDUCATION
Master of Science, Civil
Engineering, California State
University, Fullerton, CA
Bachelor of Science, Civil
Engineering, Tribhuvan University
Kathmandu, Nepal

PRESENTATIONS/PUBLISHED

ARTICLES
“Geological, Topographical, and
seismological control on the coseismic landslides triggered by the 2015 Gorkha Earthquake”:

Geotechnical Frontiers (2017)
“Characteristics to moderate to
large scale landslides triggered
by the Mw 7.8 Gorkha Earthquake
and its aftershocks.”: Springers
(2016)
“Strength reduction in soil due to
NaCl leaching and Earthquakes.”:

Poster Presentation (2016)
“GIS based landslide hazard
mapping for pre and postearthquake rainfall.”: Poster
Presentation (2016)
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 27

EDUCATION
Master of Science, Civil
Engineering, California State
University
Bachelor of Science, Civil
Engineering, University of Mutah

REGISTRATIONS
Registered Civil Engineer, CA,
#C77455
Project Management Professional
(PMP)

FRED BUHAMDAN, PE, PMP

PRINCIPAL / PROJECT EXECUTIVE / APR
Fred Buhamdan is our regional manager and a licensed civil engineer with substantial experience in performing geotechnical investigations, engineering design, and project management. These projects included various public works projects, commercial and educational buildings, renewable energy facilities, retail centers, office/warehouse projects, street improvements, industrial facilities.

His experience includes hundreds of projects involving shallow and deep foundations design, settlement and slope stability analysis, pavement design, geologic hazards analysis preparation of project proposals and geotechnical engineering reports, and construction management.

Fred oversees project budgets and schedules, manages client accounts, business development, and supervises engineers, geologists, subconsultants, subcontractors, as well as laboratory and field personnel.

PROJECT EXPERIENCE
The following is a representative list of distinguished projects where Fred has fulfilled roles as an engineer of record, project manager, authorized project reviewer, and/or project engineer:
• San Clemente Island Replacement Tanks, San Clemente Island, CA • 28th Street Storm Drain Infiltration Project, Manhattan Beach, CA • Two-Year Sewer Main Rehabilitation Program - Manhattan Beach, CA • Manhattan Beach Subsurface Infiltration Trench Feasibility Study, Manhattan Beach, CA
• Huntington Beach Utility Operations facility, Huntington Beach, CA • Garvey Avenue Grade Separation Drainage, El Monte, CA • Transfer Station Water Quality Improvement Project, Culver City, CA • Sewer Main Replacement Project – Acacia and Taft, Garden Grove, CA • Mesmer Low Flow Diversion, Culver City, CA
• YVWD Water Reservoirs, Yucaipa, CA
• Agoura Hills Stormwater Treatment Facility, Agoura Hills, CA • City of Malibu Stormwater Improvements, Malibu, CA
• City wide Storm Drain Point Repair Project, Rancho Palos Verdes, CA • 28th Street Storm Drain Infiltration Project, Manhattan Beach, CA • SGVCOG ACE Rio Hondo Load Reduction Strategy Design, multiple Cities in LA County, CA
• LA Public Works Compton Creek Low Flow Diversion, Los Angeles, CA • Topock Raw Water Tank Replacement, Needles, CA
• LA Public Works Arroyo Seco Low Flow Diversion, Pasadena, CA • Culver City Diversion Sewer Project – Culver City, CA • Multiple Trunk Sewer Line Projects – Long Beach, CA
• Temecula Flood Control Channel Recon and Repair, Temecula, CA Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 28

EDUCATION
Bachelor of Science, Civil
Engineering, University of Texas
at Austin
Master of Science, Civil
Engineering, Cal Poly Pomona

REGISTRATIONS
Registered Civil Engineer, CA,
#C86032

AFFILIATIONS
American Society Civil Engineer
Associate member APWA
JOSHUA R. MORGAN, PE
PRINCIPAL | CONTRACT MANAGER
Josh Morgan is a licensed Professional Engineer and the Regional Geotechnical Services Manager for Terracon’s Southern California region. With over 12 years of experience in geotechnical investigations and engineering design, Josh has managed numerous projects across Southern California. He will be the Primary Contact for the City and available for any questions regarding our proposal.

His work has encompassed a wide range of projects, including commercial and educational buildings, street improvements, low impact development stormwater management, and public works projects.

As a manager, Josh is responsible for overseeing all aspects of subsurface exploration programs, obtaining necessary permits, supervising field/lab personnel, and managing subcontractors/subconsultants. He is also responsible for tracking project budgets and schedules to ensure client satisfaction. In addition to his managerial duties, Josh is also responsible for preparing geotechnical engineering reports and engineering analysis related to pavement design, shallow and deep foundation design, ground improvement, settlement analysis, liquefaction analysis, infiltration and percolation testing, and retaining wall/shoring/excavation recommendations.

Josh’s expertise and experience make him an invaluable asset to the Terracon team, as well as to his clients throughout southern California

PROJECT EXPERIENCE
• Subsurface Infiltration Trench Feasibility Study, Manhattan Beach • Manhattan Beach Subsurface Infiltration Trench Feasibility Study, Manhattan Beach, CA
• Culver Boulevard Street Improvement, Culver City, CA
• Street Rehabilitation for 13 Streets, Culver City, CA • Street Rehabilitation for Nine Major Streets, Huntington Beach, CA, • La Brea Ave. Street Improvements, Inglewood, CA
• Huntington Beach Utility Operations facility, Huntington Beach, CA • City wide Storm Drain Point Repair Project, Rancho Palos Verdes • Transfer Station Water Quality Improvement Project, Culver City • John Anson Ford Park Infiltration Project, Bell Gardens, CA • Garvey Avenue Grade Separation Drainage, El Monte, CA • Agoura Hills Stormwater Treatment Facility, Agoura Hills, CA • 28th Street Storm Drain Infiltration Project, Manhattan Beach, CA • Culver City Diversion Sewer Project – Culver City, CA Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 29

EDUCATION
Bachelor of Science, Civil
Engineering, California State
University, Long Beach

REGISTRATIONS
Registered Civil Engineer, CA,
#C58653
American Concrete Institute – Field
testing technician, Grade I
International Code Council,
Reinforced Concrete Special
Inspector

TIM SLEGERS, PE

REGIONAL MATERIALS MANAGER
Tim Slegers brings over 26 years of expertise in construction materials testing and geotechnical engineering. As a registered engineer and certified inspector, he possesses a unique blend of technical acumen and practical field knowledge. With more than two decades of project management experience across diverse services and project sizes, Tim offers a wealth of insights in construction quality assurance, delivering pragmatic solutions.

His geotechnical field testing proficiency includes compaction testing, observation of engineered fill, trench and wall backfill, slope stability mitigation, pavement assessments, and foundation excavations. Tim has firsthand experience with ground improvement techniques like stone columns, geopiers, and mechanical stabilization using geogrids and aggregates. He’s also witnessed the installation of driven piles and conducted testing on CIDH (cast-in-drilled-hole) piers using cross-hole sonic logging and gamma-gamma testing. His familiarity extends to HMA (hot mix asphalt) and concrete mix designs, construction practices, and quality testing.

Tim’s inspection portfolio covers foundations, reinforcing steel, adhesive dowels, and anchors. He has successfully managed projects under the jurisdiction of Caltrans, OSHPD (Office of Statewide Health Planning and Development), and DSA (Division of the State Architect). During construction, Tim assumes responsibility for overseeing inspections, reviewing submittals for compliance with project specifications, analyzing test results, maintaining direct communication with owners and design teams, and providing expert recommendations for engineering-related challenges that arise.

PROJECT EXPERIENCE
LA County Department of Public Works, As-Needed Geotechnical Engineering and Materials Testing and Inspection Services. Tim served as project manager in charge of multiple contracts providing geotechnical engineering and materials testing and inspection services for various projects.

Alameda Corridor East - Baldwin Avenue Grade Separation, El Monte, California.

Provided project management for geotechnical and materials testing for a grade separation at a high-traffic intersection and railroad bridge. The project includes the construction of caisson foundations, retaining walls, tie-backs, pre-stressed concrete, soil compaction, lean concrete base, and Portland cement concrete pavement. A pedestrian bridge was also fabricated at an offsite location. Mr. Slegers provided inspection and testing onsite and at the fabrication facility.

City of Huntington Beach, As-Needed Materials Testing and Inspection. While with a prior firm, Tim provided project management and engineering review as contract manager for a multi-year agreement to provide materials testing and special inspection for street improvements consisting of asphalt concrete reconstruction or replacement, and asphalt overlays. He observed and tested full depth reclamation of several city streets. Projects also include the reconstruction and expansion of the City Utility Yard which included construction of three new buildings and the renovation of a fourth.

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 30

EDUCATION
M.S., Geology, University of
California, Riverside
B.S., Geology, University of
California, Riverside

REGISTRATIONS
Professional Geologist, CA,
#PG 4887
Certified Engineering Geologist,
CA, #CEG 1529

AFFILIATIONS
Inland Geological Society
(Co-Founder and Past Officer)
Geological Society of America
Seismological Society of America
Earthquake Engineering Research
Institute
GeoHazards International

JAY MARTIN, PG, CEG

PRINCIPAL GEOLOGIST
Jay Martin boasts 35 years of expertise in assessing and managing geological risks and hazards throughout California. His oversight spans project management and senior-level engineering geology for roadway, bridge, railroad, intermodal yard, hospital, school, dam, and large-scale residential and commercial development projects. With extensive experience in evaluating and mitigating seismic threats, he has conducted numerous fault trenching projects along major fault lines in southern California. Additionally, Jay has contributed geologic, soils, and mineral resources insights to various environmental impact reports and assessments.

PROJECT EXPERIENCE
• Old Town Placentia Streetscape Improvement, Placentia, CA • City of Pomona Street Preservation, Pomona, CA
• Kentucky Street Erosion at Dunlap Channel, Yucaipa, CA • Limonite Avenue Widening, Jurupa Valley, CA
• Year 2 CIP Streets, Grand Terrace, CA
• CIP On-Call Services, San Bernardino, CA
• Piedmont Dr. Widening Project - Highland, CA
• Pavement Rehabilitation Victoria Ave & Neighboring Streets, Highland, CA • Foothill Pipeline Relocation - Highland, CA
• Relocation of 78-Inch Water Line - Highland, CA
• UPRR Tunnel Extension - Irwindale, CA
• Glen Helen Parkway Investigation, Devore, CA
• On-Call Various Improvements and Repairs, Yucaipa, CA • On-Call Street Improvements, Pomona, CA
• On-Call Street Improvements, Grand Terrace, CA
• Union Pacific Railroad Overpass to BNSF Tracks, Colton, CA • Various Residential and Commercial Projects, Rialto, CA • Various Water System Improvements, Rialto, CA
• County of San Bernardino, 3rd Main Line Bridges, Cajon Creek Crossing / Cajon Boulevard, CA
• Potrero Boulevard Interchange, Beaumont, CA
• Fern Avenue Parking Lot and Retaining Wall, Redlands, CA • 26th Street Pavement Assessment, San Antonio Heights, CA • 57-175 Complex Security Upgrade (10.10.1071), San Bernardino, CA Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 City of Gardena | RFQ Geotechnical Engineering/Geology and Material Testing 31

EDUCATION
Saddleback Community College –
Some Coursework

CERTIFICATIONS
Nuclear Density Gauge Certified
Caltrans: 125, 231,504, 518,539,
540, 556, 557
ICC #: 4847977
ICC Soils Special Inspector
ICC Reinforced Concrete Special
Inspector
ICC Structural Masonry Special
Inspector
ICC Structural Steel and Bolting
Special Inspector
ACI #: 01262473
ACI Concrete Field-Testing
Technician – Grade

MICHAEL MACKEY

SENIOR MATERIALS TESTING TECHNICIAN
Michael Mackey, a seasoned Senior Materials Testing Technician, brings 20 years of expertise in delivering field and laboratory materials testing services. His extensive background includes adeptly coordinating and overseeing materials testing for large-scale grading projects. His responsibilities encompass field grading observation, compaction testing, concrete tests, and various soil assessments.

Additionally, Michael is well-versed in laboratory soils and asphalt testing. He organizes and compiles daily inspection reports and testing data, collaborating with the project engineer to prepare final reports.

PROJECT EXPERIENCE
Romoland MDP Line A Stages 4, 5, and 6, Briggs Basin, Line A-2 and Line A-3, Riverside County, CA. Mr. Mackey is serving as a Materials Testing Technician for the grading, backfill and concrete observation, and conformance testing of the 22,000 linear feet of storm drain.

Street Improvements, Meridian Business Center (former March AFB), Riverside, CA. Mr. Mackey performed grading observation, compaction testing, materials testing, coordination of materials testing, and supervision of other materials testing personnel on the site. The project included more than 3 million cubic yards of earthwork, 3.5 miles of street improvements, and many concrete tilt-up commercial warehouses and office buildings. Compaction and materials testing services were performed for grading, curb and gutter, sidewalk, utilities, aggregate base, and pavement.

Greenspot Road Widening, City of Highland, Highland, CA. Mr. Mackey served as a Materials Testing Technician responsible for testing and inspection services for the City of Highland Greenspot Road Widening project. The project consisted of widening Greenspot Road from SR-210 to Boulder Avenue, widening the existing on and off ramps at SR-210, and utility improvements. Terracon provided compaction testing and grading observation of the earthwork, placement, and testing of Portland cement concrete (PCC) and hot mix asphalt (HMA) concrete pavement, and testing of aggregate base (AB).

San Bernardino County High Desert Government Center, Hesperia CA. As a Materials Testing Technician, Mr. Mackey provided materials testing, grading observation, and compaction testing for a two-story, 55,000-sqare-foot building.

Other improvements included a parking lot, underground utilities, sidewalks, landscaping, enclosures for a transformer, above-ground fuel tanks, a generator, and trash receptacles.

Smith Creek Bank Stabilization, Banning, CA. Mr. Mackey performed grading observation, compaction testing, and materials testing for this recently completed project. Other services included testing during the placement of filter fabric, riprap, aggregate base, grout and Portland Cement Concrete (PCC).

Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 Nationwide
Terracon.com
145 W. Walnut Street,
Gardena, CA 90248
P (310) 627-3430
Terracon.com/Los Angeles
Docusign Envelope ID: 1EFA3CC9-F167-4D41-8205-AA66F9CF7196 I

12.'9th St Ta OS El no
I <11:
�
132nd St �
C
W 134th Pl
W 132nd St
W 135thSt W 135th St
W139H St
141.st Pi
:E
ill!'
Q.
�
�
u-:i
lt> 16
M�1rinEi Av
W 168th St
11:!1
C C"'
�
).>, :i
J;l,
a 170th S
tl.1 ....... q
:t;,-
o.,
!:!'.'!. 16 3
""l
>
178th St
,1
lit Le IDra!i_l o
J
U"'!
"O
,4J, 5'
-6 �-
i.. ;;:, <.:: :Ji (,Cl ru Q_ � :::J
�
:t>
W 156th St
W 1 64th St
Mo1 e:ta,
:I:
llJI
II)
�
jl>, �
ArtBsia Blvd
·1 '17th St
179 hSt
1aOth St
181stSt
81Jtt1 Pt
-
N ij iya arket
5 rawbeliry
l
?'ark
M7thSt
142th S·t
W T49th St
W 1E3rd St
W 154th Pl
I::!!:

New G,a rdena Hotel
i;;;;;i
I»
�
l;l
;,11
3r
Otafuku
Cl
m
�
fl)
-
> �
Aloertsons
-
I::!!:
+
Mem i l Hospit ·L
of Bar ena
W 155th St
ocleway � n Gan:! ena
Los Angeles South
(I]
-i
,Q;I
:as
«I
E
0 z
U}
ro
i;::
=i
llO
� �
W 163rd St
W164thSt
W1'70thS
Gard na
-
ood4Less
'!9
9 R c Market
W 182nd St ____________ ,
RnnsFVFIT
Normandie Ave
Vermont Ave
Vermont Ave
Western Ave
Redondo Beach
Blvd
Budlong Ave
Gramercy Pl
Western Ave
Berendo Av
154th St
152nd St
147th St
Atkinson Ave
152nd St
153rd St
154th St
Sutro Ave
Parron
Ave
Crenshaw Blvd
Wadkins Ave
Harvard Ave
Van Buren Av
Haas Ave
156th St
Marigold Av
Arcturus Av
Atkinson Av
Chanera Av
Dublin Av
Roxton Av
Purche Av
Spinning Ave
Parron Av
Hass Av
Cimarron Av
St Andrews Pl
Manhattan Pl
Catalina Av
Raymond Av
144th St
149th St
154th Pl
144th St
145th St
146th St
154th St
155th St
157th St
Miller Av
Mariposa Av
149th St
147th St
146th St
149th St

CITY OF GARDENA

CONTRACT DOCUMENTS AND SPECIFICATIONS
FOR

LOCAL STREETS IMPROVEMENT
2023-2024 AND 2024-2025

VARIOUS LOCATIONS
JN 525 AND JN 544
FEBRUARY 2025

CITY OF GARDENA

CONTRACT DOCUMENTS AND SPECIFICATIONS
FOR

LOCAL STREETS IMPROVEMENTS
2023-2024 AND 2024-2025

VARIOUS LOCATIONS
JN 525 AND JN 544
Plans & Specifications prepared by:

Surender Dewan, RCE No. 34559

Memoranda:

Plans and specifications are available at Planwell Administrator, 562.436.9761 or https://www.e-arc.com/location/costa-mesa/ (Go to Planrooms/Order From Planwell/Public Planroom and select City of Gardena under pulldown menu) Bid Results: https://www.cityofgardena.org/public-contracts/ City of Gardena Public Works Engineering Division: 310.217.9568 CD-1

CITY OF GARDENA

NOTICE INVITING BIDS
for

LOCAL STREETS IMPROVEMENT
2023-2024 AND 2024-2025

VARIOUS LOCATIONS
PROJECT NO. JN 525 AND JN 544
Plans and Specifications are available through ARC Document Solutions. Please be advised that there is an additional charge for delivery. Upon payment of the purchase price, they become the property of the purchaser and may not be returned for refund.

You may access the plans through the following website under Public Planroom:
https://www.e-arc.com/location/costa-mesa/
(Scroll down to “Planrooms”/”Order From PlanWell”/”Public Planroom” and select City of Gardena under the “in all company” pulldown menu)
or
https://customer.earc.com/arcEOC/Secures/PWELL_PrivateList.aspx?PrjType=Pub&mem=29&c For help accessing and ordering, please contact a Planwell Administrator at 562.436.9761.

Notice is hereby given that the City of Gardena will receive sealed bids at the office of the City Clerk, City Hall, 1700 W. 162nd Street, Gardena, California, until 2:00pm on March 27, 2025, and shortly thereafter on this same day, they will be publicly opened and read in the City Clerk’s office in person and via ZOOM.

The information to join the bid opening via ZOOM is the following:

Topic: Bid Opening
Time: 2:00 PM on April 8, 2025 (Shortly thereafter the deadline) Join ZOOM Meeting
https://us02web.zoom.us/j/88024514104
Meeting ID: 880 2451 4104
Dial by phone: +1 669 444 9171 US
Should you have any questions or concern in delivering a bid or joining the ZOOM Meeting, please contact City Clerk’s office at (310) 217-9565 or via email at [email protected].

All bids must be in writing, must be sealed, and must be plainly marked on the outside: "BID ON PROJECT NO. JN 525. Any bid received after the hour stated above for any reason whatsoever, will not be considered for any purpose but will be returned unopened to the bidder.

Bids are required for the entire work as described below:

The work shall consist of furnishing all labor, materials, tools, equipment, appurtenances and incidentals for removal and disposal of existing asphalt pavement, placement of ARHM overlay, slurry seal, adjustment of access openings, reconstruction of curb and gutter, sidewalk, cross CD-2
gutters, curb ramps, removal and installation of trees, traffic striping and signage, and related work in accordance plans and specifications.

ENGINEER’S ESTIMATE: $2,998,420.00
The time of completion of contract shall be 60 working days as defined in the latest Standard Specifications for Public Works (“Greenbook”). Liquidated Damages, as defined in Section 6-9, shall be $1,000.00 per each consecutive calendar day.

Each bidder must submit a proposal to the City, c/o City Clerk in accordance with the Plans and Specifications. Said proposal is to be accompanied by a cash deposit, a certified or cashier's check, or a bidder's bond, made payable to the City of Gardena, in an amount not less than 10 percent of the total bid submitted.

The envelope enclosing the proposal shall be sealed and addressed to the City of Gardena c/o City Clerk, and delivered or mailed to the City at 1700 W. 162nd Street, Gardena, California 90247-3778. The envelope shall be plainly marked in the upper left-hand corner as follows:

ATTENTION: CITY, c/o CITY CLERK
(Bidder's Name and Address)

(Number and title of this project)
The successful bidder will be required to furnish a faithful performance bond in the amount of 100 percent of the contract price, and a payment bond in the amount of 100 percent of the contract price, both in a form satisfactory to the City Attorney.

The contractor shall have an active Class “A” license from the Contractor’s State License Board at the time of submitting bid.

Pursuant to Public Contract Code Section 22300, the Contractor may, at Contractor's sole cost and expense, substitute securities equivalent to any monies withheld by the City to insured performance under the contract unless applicable federal regulations or policies do not allow such substitution. Such security shall be deposited with the City, or a state or federally chartered bank as escrow agent, who shall pay such monies to the Contractor upon satisfactory completion of the Contract. The Contractor shall be the beneficial owner of any security substituted for monies withheld and shall receive any accrued interest thereon. Securities eligible for investment shall include those listed in Government Code Section 16430 or bank or savings and loan certificates of deposit. No such substitution shall be accepted until the escrow agreement, letter of credit, form of security and any other document related to said substitution is reviewed and found acceptable by the City Attorney.

The City reserves the right to reject any or all bids and to waive any informality or irregularity in any bid received and to be the sole judge of the merits of the respective bids received. The award, if made, will be made to the lowest responsive responsible bidder.

Bidders are advised that this Project is a public work for purposes of the California Labor Code, which requires payment of prevailing wages. Accordingly, the bidder awarded the Contract and all subcontractors shall be required to pay not less than the prevailing rate of per diem wages, as determined by the Director of the California Department of Industrial Relations, and otherwise comply with the provisions of Section 1770 et seq. of the California Labor Code, CD-3
California Code of Regulations, Title 8, Section 16000 et seq., and any other applicable laws, rules and regulations adopted with respect thereto (“California Prevailing Wage Laws”).

Attention is directed to the provisions of Sections 1777.5 and 1777.6 of the Labor Code concerning the employment of apprentices by Contractor or any Subcontractor under it.

Contractor and any Subcontractor under if shall comply with the requirements of said sections in the employment of apprentices.

The Contractor is prohibited from performing work on this project with a subcontractor who is ineligible to perform work on the project pursuant to Section 1777.1 or 1777.7 of the Labor Code.

This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. All contractors and subcontractors must furnish electronic certified payroll records directly to the Labor Commissioner (aka Division of Labor Standards Enforcement) in a format prescribed by the Labor Commissioner no less than monthly.

As of January 1, 2016, the requirement to furnish electronic certified payroll records to the Labor Commissioner will apply to all public works projects, whether new or ongoing. City may require a copy of the electronic certified payroll records submitted to the DIR at anytime.

Exceptions: The Labor Commissioner may (but is not required to) excuse contractors and subcontractors from furnishing electronic certified payroll records to the Labor Commissioner on a project that is under the jurisdiction of one of the four legacy DIR-approved labor compliance programs (Caltrans, City of Los Angeles, Los Angeles Unified School District, and County of Sacramento) or that is covered by a qualifying project labor agreement.

These requirements will apply to all public works projects that are subject to the prevailing wage requirements of the Labor Code without regard to funding source.

The State General Prevailing Wage Determination is as established by the California Department of Industrial Relations (available at http://www.dir.ca.gov/DLSR/PWD/index.htm).

Skilled and Trained Workforce: This project is subject to Skilled and Trained Workforce Requirements per Sections 2600 through 2603 of the Public Contract Code.

Award of Contract: The following are conditions to the award of the contract:

I. Each contractor and subcontractor listed on the bid must be registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. subject to the limited exceptions set forth in Labor Code Section 1771.1(a) (regarding the submission of a bid as authorized by Business & Professions Code Section 7029.1 or Public Contract Code Section 10164 or 20103.5 provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract was awarded):
and
II. No contractor or subcontractor may be awarded this contract unless the contractor and each subcontractor listed on the bid is registered with the Department of Industrial Relations pursuant to Section 17265.5.

Any questions regarding this bid package may be referred to JOSE ESPINOZA, Public Works Engineering Division at 310.217.9644 or [email protected].

T A B L E O F C O N T E N T S

LOCAL STREETS IMPROVEMENT
2023-2024 and 2024-2025

VARIOUS LOCATIONS

DESCRIPTION PAGE DESCRIPTION PAGE
i
Title Page ......................................................................

Notice Inviting Bids .......................................................

Location Map ................................................................

Table of Contents .......................................................... i Instructions to Bidders .................................................. ii-iv BID PROPOSAL (To Be Submitted with Proposal)
Bid Schedule ................................................................. BP-2 Acknowledgement of Addenda Received ..................... BP-5 Bidder’s Declaration ...................................................... BP-6 Non-collision Affidavit .................................................... BP-8 Declaration of Eligibility to Contract .............................. BP-9 Bid Bond ....................................................................... BP-10 Designation of Subcontractors ...................................... BP-11 Construction Project Reference .................................... BP-12 Certificate of Non-Discrimination by Contractors .......... BP-13 Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion –
Primary Covered Transactions ................................ BP-14 CONTRACT DOCUMENTS (To Be Submitted after Award)
Agreement .................................................................... CD-2 Faithful Performance Bond ........................................... CD-4 Payment Bond .............................................................. CD-6 Workers’ Compensation Insurance Certificate .............. CD-8 Indemnification and Hold Harmless Agreement
of Subrogation and Contribution ............................... CD-9 Insurance ...................................................................... CD-10

GENERAL PROVISIONS
PART 1 – GENERAL PROVISIONS ............................. GP-1 Section 1 – General ................................................. GP-1 Section 2 – Scope of the Work ................................ GP-4 Section 3 – Control of the Work ............................... GP-7 Section 4 – Control of Material ................................. GP-9 Section 5 – Legal Relations and Responsibilities .... GP-9 Section 6 – Prosecution and Progress of the Work . GP-10 Section 7 – Measurement and Payment .................. GP-14 Section 8 – Facilities for Agency Personnel ............. GP-15

TECHNICAL PROVISIONS
PART 2 – CONSTRUCTION MATERIALS.................... TP-1 Section 200 – Rock Materials ................................... TP-1 Section 201 – Concrete, Mortar, and Related
Materials ............................................ TP-1 Section 203 – Bituminous Materials ......................... TP-1 PART 3 – CONSTRUCTION METHODS ...................... TP-2 Section 300 – Earthwork .......................................... TP-2 Section 302 – Roadway Surfacing ........................... TP-2 Section 314 – Traffic Striping, Curb and Pavement
Markings, and Pavement Markers ..... TP-4
PART 4 – EXISTING IMPROVEMENTS ....................... TP-5 Section 400 – Protection and Restoration ................ TP-5 Section 401 – Removal ............................................ TP-5 Section 402 – Utilities ............................................... TP-6 Section 403 – Manhole Adjustment and
Reconstruction................................... TP-6
Section 404 – Cold Milling ........................................ TP-6 PART 6 – TEMPORARY TRAFFIC CONTROL ............ TP-7
Section 600 – Access ............................................... TP-7 Section 601 – Temporary Traffic Control for
Construction and Maintenance
Work Zones ....................................... TP-8 PART 7 – STREET LIGHTING AND TRAFFIC
SIGNAL SYSTEMS ...................................... TP-9 Section 700 – Materials ............................................ TP-9 Section 701 – Construction ...................................... TP-9 PART 8 – LANDSCAPE AND IRRIGATION ................. TP-9 Section 801 – Installation ......................................... TP-9

APPENDIX
APPENDIX A: CITY STANDARDS
APPENDIX B: CALTRANS STANDARDS

INSTRUCTIONS TO BIDDERS

FORM OF PROPOSAL
The Proposal shall be fully executed and submitted on the forms in the project specifications and shall be enclosed in a sealed envelope marked and addressed as directed in the Notice Inviting Bids.

PRPOSAL / BID DOCUMENTS
All Proposals shall include the following executed documents to be submitted with each bid:

Bidding Schedule
Acknowledgement of Addenda Received
Bidder's Declaration
Non-Collusion Affidavit
Declaration of Eligibility of Contract
Bid Bond
Designation of Subcontractors
Construction Project Reference
Certificate of Non-Discrimination by Contractors
Certification of Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion – Primary Covered Transitions

DELIVERY OF PROPOSAL
The Proposal shall be delivered by the time and to the place stipulated in the Notice Inviting Bids. It is the bidder's sole responsibility to see that its Proposal is received as stipulated. Any Proposal received after the scheduled closing time for receipt of proposals will be returned to the bidder unopened.

WITHDRAWAL OF PROPOSAL
The Proposal may be withdrawn by the bidder by means of a written request, signed by the bidder or its properly authorized representative. Such written request must be delivered to the place stipulated in the Notice Inviting Bids for receipt of proposals prior to the scheduled closing time for receipt of proposals. No Proposal may be withdrawn after the hour fixed for opening bids.
iii

MODIFICATIONS AND ALTERNATIVE PROPOSALS
Unauthorized conditions, limitations, or provisions attached to the Proposal will render it informal and may be grounds for its rejection as non-responsive. The completed Proposal forms shall be without interlineations, alterations, or erasures. Alternative proposals will not be considered unless specifically requested. Oral, telegraphic, or telephonic proposals or modifications will not be considered.

DISCREPANCIES IN PROPOSALS
In the event there is more than one bid item in a Bidding Schedule, the bidder shall furnish a price for all bid items in the Schedule, and failure to do so will render the Proposal informal and may be grounds for its rejection as non-responsive. The bidder shall state in words and figures the unit prices or the specific sums as the case may be, for which it proposes to supply the labor, materials, supplies, or machinery, and completely perform the Contract. The total amount of each item bid and the total amount of the bid shall be stated in words and figures.

In case of any discrepancy between the words and the figures, the words shall prevail. If the unit price and the total amount named by a bidder for any items are not in agreement, the unit price alone will be considered as representing the bidder's intention and the total will be corrected to conform thereto.

PROPOSAL GUARANTEE – BIDDER’S SECURITY
Each bidder shall submit with his Proposal cash, an unconditional certified or cashier's check, or a bidder's bond, in the sum of the percentage of the bid stated in the Notice Inviting Bids, payable to the City as a guarantee that the bidder will, if its Proposal is accepted, execute the Contract and furnish a satisfactory Faithful Performance Bond, a satisfactory Payment Bond and insurance certificates as specified herein.

If a bidder to whom an award is made, fails or refuses to sign the Contract or furnish the required bonds and certificates, all within the time stated in Section 2-1.5 of the Special Provisions herein, the funds represented by said cash, check or bidder's bond shall be forfeited and become and remain the property of the City; the amount thereof being agreed to by the bidder and the surety as a bid bond forfeiture due the City because of the delay in the execution of the Contract and in the performance of work thereunder, resulting from such failure or refusal, except that if the City awards the contract to the next lowest responsive responsible bidder, only that portion of the bidder's security equal to the difference between the two bids will be forfeited.

A Bid Bond must be obtained from a corporate surety authorized to do business as such in the State of California as an “admitted surety insurer” and shall be on the form furnished by the City or one substantially in conformance with it. Certified or cashier's checks must be drawn on a solvent state or nationally chartered bank or branch thereof in the State of California. The liability of the City in connection with the checks shall be limited to the return of the checks (without interest) as provided in Section 2-1.6 of the Special Provisions bound herein.

DISQUALIFICATION OF BIDDERS
A person, firm, or corporation shall NOT be allowed to make or file, or to be interested in, more than one bid, except an alternative bid when specifically requested; provided, however, a person, firm, or corporation who has submitted a sub-proposal to a bidder submitting a iv
Proposal, or who has quoted prices on materials to such bidders, is not thereby disqualified from submitting a sub-proposal or from quoting prices to other bidders submitting proposals, or from submitting a Proposal as a prime contractor. Similarly, failure to comply with the registration requirements of Labor Code Section 1725.5, as further described in the Notice Inviting Bids, will disqualify a bidder.

ADDITIONAL REQUIREMENTS
The bidder's attention is directed to the Special Provisions and Technical Provisions bound herein for additional requirements of the Proposal and Contract Documents.

CONTRACT DOCUMENTS
Contract Documents are to be submitted within twenty-one (21) calendar days AFTER award of contract. Unless extended by agreement of the City, failure to timely submit executed Contract Documents may be grounds for rejecting the bid award and forfeiture of the bid security. See enclosed documents commencing on page CD-1.

TO BE SUBMITTED WITH PROPOSAL
BP-1

BID PROPOSAL (BP)

LOCAL STREETS IMPROVEMENT
2023-2024 AND 2024-2025

VARIOUS LOCATIONS
PROJECT NO. JN 525 AND JN 544
Contractor:

Address:

Phone:

Fax:

License No.:

D.I.R. No.

Email:

To Be Submitted
WITH
Bid Package

TO BE SUBMITTED WITH PROPOSAL
BP-2

BID PROPOSAL
PROJECT NO. JN 525 AND JN 544

BID SCHEDULE
The undersigned, having examined the proposed Contract Documents titled:

LOCAL STREETS IMPROVEMENT
2023-2024 AND 2024-2025

VARIOUS LOCATIONS
and having visited the site and examined the conditions affecting the work, hereby proposes and agrees to furnish all labor, materials, equipment, and appliances, and to perform operations necessary to complete the work as required by said proposed Contract Documents and itemized bid schedule below. All work shall be completed within sixty (60) Working Days from the date the Notice of Proceed is issued by the Engineer.

Item
No. Item Description Unit
Approx.

Quantity
Unit Price
in Figures Item Total
1 Traffic control LS 1
$ $
2 Cold mill 1.5” thick pavement SF 600,000
$ $
3 Repair all holes, spalls, joints and crack
seal existing pavement per Technical
Provisions
LS 1
$ $
4 Furnish and install asphalt rubber hot mix
(ARHM)
TON 5,600
$ $
5 Remove and reconstruct 4-1/2” depth AC
pavement
TON 380
$ $
6 Furnish and install Type 2 slurry SF 1,850,000
$ $
7 Remove and reconstruct PCC curb and
gutter over 6” CAB per City Std. ST-8
LF 6,300
$ $
8 Remove and reconstruct 4” thick PCC
sidewalk per City Std. ST-6
SF 5,500
$ $
9 Remove and reconstruct 6” thick PCC
sidewalk per City Std. ST-6
SF 1,200
$ $
10 Remove and reconstruct PCC cross gutter
per City Std. ST-5
SF 4,110
$ $
11 Remove and reconstruct curb ramp per
Caltrans Std. A88A, City Std. ST-14 and
detail on plans
EA 23
$ $

TO BE SUBMITTED WITH PROPOSAL
BP-3
Item
No. Item Description Unit
Approx.

Quantity
Unit Price
in Figures Item Total
12 Install cast-in-place truncated dome per
Caltrans Std. A88A
EA 26
$ $
13 Remove and reconstruct alley approach
per APWA Std. 130-3
LS 2
$ $
14 Adjust access openings to grade per City
Std. ST-10
EA 62
$ $
15 Adjust water valve to grade EA 74
$ $
16 Asphalt tracking prevention and mitigation
per Technical Provisions
LS 1
$ $
17 Furnish and install traffic loops per City
Std. ST-16
EA 8
$ $
18 Furnish and install traffic striping and
signage per plans
LS 1
$ $
19 Remove existing trees, stumps and roots EA 12
$ $
20 Plant 24” box tree per City Std. ST-11 EA 5
$ $

TO BE SUBMITTED WITH PROPOSAL
BP-4
BID SCHEDULE (Continued)
TOTAL CONTRACT BID:
(Figures) $
(Words)
* In case of error in extension of price into the total price column, the unit price will govern.

All work required and shown on the construction plans and this specification for which no price or item is listed on this proposal, it shall be understood that such work, equipment, labor, tools and materials shall be provided without extra charge, allowance or direct payment of any kind. Payment for performing such work or furnishing such equipment, labor, tools and materials shall be included in the above lump sum or unit bid prices and no additional compensation will paid therefor.

If the City determines that any of the unit bid prices are significantly unbalanced to the potential detriment of the City, the bid will be replaced as non-responsive.

In case of any discrepancy between the words and the figures, the words shall prevail. If the unit price and the total amount for any item are not in agreement, the unit price alone shall be considered to represent the bidder’s intention and all totals will be corrected to conform thereto.

Attached hereto is cash, a certified check, a cashier's check, or a bidder's bond in the amount of _______________________________________________________________________Dollar s, said amount being not less than 10 percent of the amount bid. Pursuant to Public Contract Code Sections 20172 and 20174, it is agreed a portion equal to the difference between the low bid and second low bid shall be retained as a bid bond forfeiture by the City if the undersigned fails or refuses to execute the Contract and furnish the required bonds and certificates of insurance within the time provided.

Name of Bidder

Signature of Bidder

TO BE SUBMITTED WITH PROPOSAL
BP-5

BID PROPSOAL
PROJECT NO. JN 525 AND JN 544

ACKNOWLEDGEMENT OF ADDENDA RECEIVED
The Bidder shall acknowledge the receipt of addenda by number and date each addendum received.

Addendum No. ____ Date ___________ Addendum No. ____ Date ___________ Addendum No. ____ Date ___________ Addendum No. ____ Date ___________ Addendum No. ____ Date ___________ Addendum No. ____ Date ___________ Addenda will be issued only through the ARC Document Solutions and access under their “Planrooms”/”Order From Planwell” (https://www.e-arc.com/location/costa-mesa/). It is the Bidder’s sole responsibility to visit the Planroom to obtain and administer any Addendum related to this bid. An Addendum must be acknowledged above by a bidder in its submitted form of Proposal.

If an addendum or addenda have been issued by the City and not noted above as being received by the Bidder, the Bid Proposal may be rejected. ____________________________________ _____________________________ Bidder’s Signature Date

TO BE SUBMITTED WITH PROPOSAL
BP-6

BID PROPOSAL
PROJECT NO. JN 525 AND JN 544

BIDDER'S DECLARATION
It is understood and agreed that:

1. The undersigned has carefully examined all documents which will form a part of the Contract; namely, the Notice Inviting Bids, the Instructions to Bidders, this Proposal, the Bid Bond, the Contract, the Faithful Performance Bond, the Payment Bond, the federal requirements, if any, the Plans and Specifications, the Special Provisions, and the Technical Provisions.

2. The undersigned has, by investigation at the site of the work and otherwise, satisfied himself as to the nature and location of the work and fully informed himself as to all conditions and matters, which can in any way affect the work or the cost thereof.

3. The undersigned fully understands the scope of work and has checked carefully all words and figures inserted in this Proposal and he further understands that the City will not be responsible for any errors or omissions in the preparation of the Proposal.

4. The undersigned agrees and acknowledges that he is aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that Code, and that the undersigned will comply with such provisions before commencing the performance of the Contract if it is awarded to the undersigned.

The undersigned will execute the Contract and furnish the required statutory bonds and certificates of insurance within the period of time specified in the Contract Documents.

The undersigned will begin work after award of Contract and a Notice to Proceed has been given as herein specified and will complete said work within the time specified in the Bidding Schedule.

5. The undersigned certifies that this Proposal is genuine and not sham or collusive, or made in the interest or on behalf of a person not herein named, and the undersigned has not directly or indirectly induced or solicited any other bidder to put in a sham bid nor induced any other person, firm, or corporation to refrain from bidding. The undersigned has not in any manner sought by collusion to secure for himself any advantage over any other bidder.

6. The undersigned will accept an award and enter into a Contract for all work scheduled herein on which he puts in a bid. The awards for such work are to be entirely at the discretion of the City after evaluation of the bids as submitted. The undersigned agrees that the City shall recover or retain as a bid bond forfeiture an amount equal to the difference between the low bid and amount of the bid of the bidder with whom the City enters into a Contract, and the surplus, if any, shall be returned to the lowest bidder in accordance with the provisions of the Public Contract Code Sections 20172 and 20174 in the event of his failure to execute a Contract and furnish required bonds and insurance therefor within the time provided.

TO BE SUBMITTED WITH PROPOSAL
BP-7
BIDDER'S DECLARATION (Continued)

7. The undersigned bidder stated under penalty of perjury that the representations made in submitting this bid are, to the best of his/her knowledge, true, accurate, and complete.

Respectfully submitted,
_______________________________ ______________________________________ Contractor's Business Name Contractor (Print) Title
________________________________ ______________________________________ Business Address: Street Signature Title
________________________________ ______________________________________ City State Zip Contractor's License No. and Classification ________________________________ ______________________________________ Business Phone Number Business Fax Number

Date
________________________________ ______________________________________ Name Title Residence: Street
________________________________ ______________________________________ City State Zip Residence Phone Number
Note: If the bid is made by an individual, it must be signed with the full name of the bidder, whose address must be given: if it is made by a firm, it must be signed in the copartnership's name by a general partner thereof, who shall also sign his or her own name, and the name and full address of each partner (general and/or limited) must be given; and if it is made by a corporation, it must be signed by a properly authorized officer, the corporate name shall be set forth, and the corporate seal shall be affixed.

TO BE SUBMITTED WITH PROPOSAL
BP-8

BID PROPOSAL
PROJECT NO. JN 525 AND JN 544

NON-COLLUSION AFFIDAVIT
(To be executed by Bidder and submitted with Bid)
State of California
County of Los Angeles
being first duly sworn, deposes and
says that he or she is of
the party making the foregoing bid, that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, or agent thereof to effectuate a collusive or sham bid.

NAME OF BIDDER

SIGNATURE OF BIDDER

ADDRESS OF BIDDER

CITY STATE ZIP

ALL SIGNATURES MUST BE WITNESSED BY NOTARY
(attach appropriate jurats)

TO BE SUBMITTED WITH PROPOSAL
BP-9

BID PROPOSAL
PROJECT NO. JN 525 AND JN 544

DECLARATION OF ELIGIBILITY TO CONTRACT
[Labor Code Section 1777.1; Public Contract Code Section 6109] The undersigned, a duly authorized representative of the contractor, certifies and declares that:

1. The undersigned contractor is aware of Sections 1777.1 and 1777.7 of the California Labor Code, which prohibit a contractor or subcontractor who has been found by the Labor Commissioner or the Director of Industrial Relations to be in violation of certain provisions of the Labor Code, from bidding on, being awarded, or performing work as a subcontractor on a public works project for specified periods of time.

2. The undersigned contractor is not ineligible to bid on, be awarded or perform work as a subcontractor on a public works project by virtue of Sections 1771.1 or 1777.7 of the California Labor Code or any other provision of law.

3. The undersigned contractor is aware of California Public Contract Code Section 6109, which states:
“(a) A public entity, as defined in Section 1100 [of the Public Contract Code], may not permit a contractor or subcontractor who is ineligible to bid or work on, or be awarded, a public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code to bid on, be awarded, or perform work as a subcontractor on, a public works project. Every public works project shall contain a provision prohibiting a contractor from performing work on a public works project with a subcontractor who is ineligible to perform work on the public works project pursuant to Section 1771.1 or 1777.7 of the Labor Code.” “(b) Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract, and any public money that may have been paid to a debarred subcontractor by a contractor on the project shall be returned to the awarding body. The contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the project.”

4. The undersigned contractor has investigated the eligibility of each and every subcontractor the undersigned contractor intends to use on this public works project, and has determined that none of them is ineligible to perform work as a subcontractor on a public works project by virtue of the foregoing provisions of the Public Contract Code, Sections 1771.1 or 1777.7 of the Labor Code, or any other provision of law.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this ______ day of _________, 20 _, at _________ _______ ________ (place of execution),
California__________.

Signature: ____________________________ Name: _________________________________ Title: ________________________________ Company: ______________________________

TO BE SUBMITTED WITH PROPOSAL
BP-10

BID PROPOSAL
PROJECT NO. JN 525 AND JN 544

BID BOND
KNOW ALL MEN BY THESE PRESENTS:

THAT , as Principal,
and , as Surety,
are held firmly bound unto the City of Gardena in the sum of $ ;

DOLLARS,
(not less than ten percent of total amount of bid)
for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

WHEREAS, said Principal has submitted a bid to the City to perform all work required under the following:

PROJECT: LOCAL STREETS IMPROVEMENT 2023-2024 AND 2024-2025

VARIOUS LOCATIONS

NOW, THEREFORE, if said Principal is awarded a Contract by the City and, within the time and in the manner required in the Specifications for said project, enters into the written form of Contract bound with said Specifications and furnishes the required bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials, then this obligation shall be null and void, otherwise it shall remain in full force and effect. In the event suit is brought upon this bond by the City and judgment is recovered, said Surety shall pay all costs incurred by the City in such suit, including a reasonable attorneys’ fee to be fixed by the court. Surety hereby waives the provisions of California Civil Code §2845.

SIGNED AND SEALED, this day of , 20 .
(SEAL) (SEAL)
Principal Surety
BY: BY:

Signature Signature
Note: This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney–in-fact must be attached.

TO BE SUBMITTED WITH PROPOSAL
BP-11

BID PROPOSAL
PROJECT NO. JN 525 AND JN 544

DESIGNATION OF SUBCONTRACTORS
In compliance with the "Subletting and Subcontracting Fair Practices Act" being Sections 4100- 4113 of the Public Contract Code of the State of California, and any amendments thereto, each bidder shall set forth below the name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement in an amount in excess of one-half (1/2) of one percent (1%) of the prime contractor's total bid, and shall further set forth the portion of the work which will be done by each subcontractor. Only one subcontractor for each such portion shall be listed.

If the contractor fails to specify a subcontractor for any portion of the work to be performed under the contract, he shall be deemed to have agreed to perform such portion himself, and he shall not be permitted to subcontract that portion of the work except under the conditions hereinafter set forth.

Subletting or subcontracting of any portion of the work to which subcontractor was designated in the original bid shall only be permitted in cases of public emergency or necessity, and then only after a finding reduced to writing as a public record of the legislative body of the City.

Portion
of Work
% Subcontractor's Name & Address
Type of
Work
State
License
Number Class
D.I.R.

Number

Not more than _____%.

TO BE SUBMITTED WITH PROPOSAL
BP-12

BID PROPOSAL
PROJECT NO. JN 525 AND JN 544

CONSTRUCTION PROJECT REFERENCE
In order to more fully evaluate your background and experience for the project herein proposed, please submit a list of Public Works and/or similar construction projects completed or in progress within the last three (3) years. Failure to provide this information may constitute grounds for rejection of your bid as non-responsive.

Number of years as a contractor in construction work of this type:

Three projects of this type recently completed:

1. Name (Firm/Agency):

Address:

Contact Person: Telephone No.:

Title of Project:

Project Location:

Date of Completion: Contract Amount: $

2. Name (Firm/Agency):

Address:

Contact Person: Telephone No.:

Title of Project:

Project Location:

Date of Completion: Contract Amount: $

3. Name (Firm/Agency):

Address:

Contact Person: Telephone No.:

Title of Project:

Project Location:

Date of Completion: Contract Amount: $
NOTE: If requested by the City, the bidder shall furnish a certified financial statement, references, and other information sufficiently comprehensive to permit an appraisal of his current financial condition.

Bidder's Signature

TO BE SUBMITTED WITH PROPOSAL
BP-13

BID PROPOSAL
PROJECT NO. JN 525 AND JN 544

CERTIFICATE OF NON-DISCRIMINATION BY CONTRACTORS
As suppliers of goods or services to the City, the firm listed below certifies that it does not discriminate in its employment with regard to race, color, religion, sex, or national origin; that it is in compliance with all applicable federal, state, and local directives, and executive orders regarding non-discrimination in employment; and that it agrees to pursue positively and aggressively the principle of equal opportunity in employment.

We agree specifically:

1. To establish or observe employment policies which affirmatively promote opportunities for minority persons at all job levels.

2. To communicate this policy to all persons concerned, including all company employees, outside recruiting services, especially those serving minority communities, and to the minority communities at large.

3. To take affirmative steps to hire minority employees within the company.

FIRM

TITLE OF PERSON SIGNING

SIGNATURE
DATE
Please include any additional information available regarding equal opportunity employment programs now in effect within your company:

TO BE SUBMITTED WITH PROPOSAL
BP-14

BID PROPOSAL
PROJECT NO. JN 525 AND JN 544

CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION – PRIMARY COVERED TRANSACTIONS
(BEFORE COMPLETING CERTIFICATION, READ INSTRUCTIONS ON NEXT PAGE) The Contractor shall not perform Work with any Subcontractor 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 contractors from public works. The Contractor and Subcontractors shall not be debarred or suspended throughout the duration of the Contract pursuant to Labor Code Section 1777.1 or any other federal or State law providing for the debarment of contractors from public works. If the Contractor or any Subcontractor becomes debarred or suspended during the duration of the Project, the Contractor shall immediately notify the City.

1. The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals:
a. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency;
b. Have not within a 5-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statement, or receiving stolen property; c. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph 1b of this certification; and d. Have not within a 5-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default.

2. Where the prospective primary participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal.

Signature: ____________________________ Name: _________________________________ Title: ________________________________ Company: ______________________________

TO BE SUBMITTED WITH PROPOSAL
BP-15

CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION – PRIMARY COVERED TRANSACTIONS
(Continued)

INSTRUCTIONS FOR CERTIFICATION

1. By signing and submitting this proposal, the prospective primary participant is providing the certification set out below.

2. The inability of a person to provide the certification required below will not necessarily result in denial of participation in this covered transaction. The prospective participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective primary participant to furnish a certification or an explanation shall disqualify such person from participation in this transaction.

3. The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction. If it is later determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default.

4. The prospective primary participant shall provide immediate written notice to the department or agency to which this proposal is submitted if at any time the prospective primary participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances.

5. The terms "covered transaction," "debarred," "suspended," "ineligible," "lower tier covered transaction," "participant," "person," "primary covered transaction," "principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of the rules implementing Executive Order 12549. You may contact the department or agency to which this proposal is submitted for assistance in obtaining a copy of those regulations (13 CFR Part 145).

6. The prospective primary participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction.

7. The prospective primary participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-- Lower Tier Covered Transactions," provided by the department or agency entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions.

8. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that it is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the ineligibility of its principals. Each participant may, but is not required to, check the Nonprocurement List.

9. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of a participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.

10. Except for transactions authorized under paragraph 6 of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default.

CD-1

CONTRACT DOCUMENTS (CD)

LOCAL STREETS IMPROVEMENT
2023-2024 AND 2024-2025

VARIOUS LOCATIONS
PROJECT NO. JN 525 AND JN 544
To be Submitted
within twenty-one (21) calendar days
AFTER
Award of Contract
CD-2

CONTRACT DOCUMENT
PROJECT NO. JN 525 AND JN 544

AGREEMENT
THIS AGREEMENT, made and entered into this day of , 20 , by and between CITY OF GARDENA in the State of California, hereinafter referred to as “CITY” and , hereinafter referred to as “CONTRACTOR.”
The City and the Contractor mutually agree as follows:

ARTICLE I.

THE PROJECT
For and in consideration of the mutual promises set forth herein, Contractor agrees to perform and complete in a good and workmanlike manner all work required by the Contract Documents for City Project No. JN 525, which is described as follows:

Title: LOCAL STREETS IMPROVEMENT 2023-2024 AND 2024-2025

VARIOUS LOCATIONS
Said work shall be performed in accordance with the Plans, Specifications and other Contract Documents, all of which are referenced in Article III hereof and incorporated herein as though fully set forth. Contractor shall furnish at its own expense all labor, materials, equipment and services necessary therefor, except such labor, materials, equipment and services as are provided in the Contract Documents to be furnished by City.

This project is subject to Skilled and Trained Workforce Requirements per Sections 2600 through 2603 of the Public Contract Code.

ARTICLE II.

CONTRACT SUM AND PAYMENT
For performing and completing the work in accordance with the Contract Documents, City shall pay Contractor, in full compensation therefor, the contract sum set forth in the Bidding Schedule. Said sum shall constitute payment in full for all work performed hereunder, including, without limitation, all labor, materials, equipment, tools and services used or incorporated in the work, supervision, administration, overhead, expenses and any and all other things required, furnished or incurred for completion of the work as specified in the Contract Documents. City shall make payments to Contractor on account of the contract sum at the time, in the manner, and upon the conditions specified in the Contract Documents.

ARTICLE III.

CONTRACT DOCUMENTS
The Contract Documents, which constitute the entire agreement between the City and the Contractor, are enumerated as follows: Proposal Documents, including the Notice Inviting Bids, Instructions to Bidders, Bidding Schedule, Bidder's Declaration, Designation of Subcontractors, Bidder's Assurance, and Fair Employment Practices documents; this Agreement; Standard Specifications; Special Provisions; Technical Provisions; Drawings; Plans; and all addenda issued prior to and all modifications issued after the execution of this Agreement. These form the Contract, and all are as fully a part of the Contract as if attached to this Agreement or repeated herein.

CD-4

CONTRACT DOCUMENT
PROJECT NO. JN 525 AND JN 544

FAITHFUL PERFORMANCE BOND
WHEREAS, the City of Gardena has awarded to , hereinafter designated as the "Principal", a Contract for:

PROJECT: LOCAL STREETS IMPROVEMENT 2023-2024 AND 2024-2025

VARIOUS LOCATIONS
WHEREAS, said Principal is required under the terms of said Contract to furnish a bond for the faithful performance of said Contract;
NOW, THEREFORE, we,
as Principal, and
as Surety, are held and firmly bound unto the City in the sum of

Dollars ($ ), this amount being not less
than one hundred percent (100%) of the total Contract price, lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. In case suit is brought upon this bond, the Surety will pay all court costs and reasonable attorneys’ fees to the City of Gardena in an amount to be fixed by the court.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his or its heirs, executors, administrators, successors, or assigns, shall in all things stand to and abide by, well and truly keep and perform all the undertakings, terms, covenants, conditions and agreements in the said Contract and any alteration thereof, made as therein provided, all within the time and in the manner therein designated and in all respects according to their true intent and meaning, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.

FURTHER, the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, addition, or modification to the terms of the Contract, or of the work to be performed thereunder, or the specifications for the same, shall in any way affect its obligations under this bond, and it does hereby waive notice of any such change, extension of time, alteration, addition, or modification to the terms of the Contract or to the work or to the specifications thereunder. Surety hereby waives the provisions of California Civil Code §§ 2845 and 2849. The City is the principal beneficiary of this bond and has all rights of a party hereto.

CD-5
This bond shall remain in full force and effect for a warranty period of one full year after acceptance of the job by the City.

IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety named herein, on the day of , 20 , the name
and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body. [PRINCIPAL]
By
Title

Signature
[SURETY]

By
Title
Address

Phone No.

Signature
All signatures must be notarized.

Appropriate modifications shall be made to this form if the bond is being furnished for the performance of an act not provided for by agreement.

Corporations must affix corporate seal.

CD-6

CONTRACT DOCUMENT
PROJECT NO. JN 525 AND JN 544

PAYMENT BOND
WHEREAS, the City of Gardena has awarded to , as
Contractor, a contract for the work described as follows:

PROJECT: LOCAL STREETS IMPROVEMENT 2023-2024 AND 2024-2025

VARIOUS LOCATIONS
AND WHEREAS, said Contractor is required to furnish a bond in connection with said contract, to secure the payment of claims of laborers, mechanics, materialmen and other persons, as provided by law;
NOW, THEREFORE, we, the undersigned Contractor and Surety, are held firmly bound unto the City in the sum of ,
Dollars ($ _____ ) this amount being not less than one hundred percent (100%) of the total Contract price, for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if said Contractor, its heirs, executors, administrators, successors, assigns, or subcontractors shall fail to pay any of the persons named in Civil Code Section 3181, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Contractor and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, or any other amounts due to persons under any applicable project contract or law, with respect to such work and labor, then the Surety or Sureties herein will pay for the same in an amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void. In case suit is brought upon this bond, the said Surety will pay all court costs and reasonable attorneys’ fees to the plaintiff(s) and City in an amount to be fixed by the court.

This bond shall inure to the benefit of any of the persons named in Civil Code Section 3181 as to give a right of action to such persons or their assigns in any suit brought upon this bond.

Further, the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, addition, or modification to the terms of the Contract, or of the work to be performed thereunder, or the specifications for the same, shall in any way affect its obligations under this bond, and it does hereby waive notice of such change, extension of time, alteration, addition, or modification to the terms of the Contract or to the work or to the specifications thereunder. Surety hereby waives the provisions of California Civil Code §§ 2845 and 2849.

CD-7
This bond shall remain in full force and effect for six full months after the period in which verified claims may be filed as provided for in Section 3184 of the California Civil Code.

IN WITNESS WHEREOF, we have hereunto set our hands and seals on this day of 20 .
[PRINCIPAL]
By
Title

Signature
[SURETY]

By
Title
Address

Phone No.

Signature
All signatures must be notarized.

Appropriate modifications shall be made to this form if the bond is being furnished for the performance of an act not provided for by agreement.

Corporations must affix corporate seal.

CD-8

CONTRACT DOCUMENT
PROJECT NO. JN 525 AND JN 544

WORKER'S COMPENSATION INSURANCE CERTIFICATE
The Contractor shall execute the following form as required by the California Labor Code, Sections 1860 and 1861:

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 provisions of that Code, and I will comply with such provisions before commencing the performance of the work of the Contract.

DATED:

CONTRACTOR
By
Signature

Title
ATTEST:

By
Signature

Title
CD-9

CONTRACT DOCUMENT
PROJECT NO. JN 525 AND JN 544

INDEMNIFICATION AND HOLD HARMLESS AGREEMENT

AND WAIVER OF SUBROGATION AND CONTRIBUTION

LOCAL STREETS IMPROVEMENT
2023-2024 AND 2024-2025

VARIOUS LOCATIONS
To the fullest extent permitted by law, Indemnitor hereby agrees, at its sole cost and expense, to defend, protect, indemnify, and hold harmless the City of Gardena and its respective elected officials, officers, attorneys, agents, employees, volunteers, successors, and assigns (collectively “Indemnitees”) from and against any and all damages, costs, expenses, liabilities, claims, demands, causes of action, proceedings, expenses, judgments, penalties, liens, and losses of any nature whatsoever, including fees of accountants, attorneys, or other professionals and all costs associated therewith (collectively “Liabilities”), arising or claimed to arise, directly or indirectly, out of, in connection with, resulting from, or related to any act, failure to act, error, or omission of Indemnitor or any of its officers, agents, servants, employees, subcontractors, materialmen, suppliers or their officers, agents, servants or employees, arising or claimed to arise, directly or indirectly, out of, in connection with, resulting from, or related to the above-referenced contract, agreement, license, or permit (the “Agreement”) or the performance or failure to perform any term, provision, covenant, or condition of the Agreement, including this indemnity provision. This indemnity provision is effective regardless of any prior, concurrent, or subsequent active or passive negligence by Indemnitees and shall operate to fully indemnify Indemnitees against any such negligence. This indemnity provision shall survive the termination of the Agreement and is in addition to any other rights or remedies which Indemnitees may have under the law. Payment is not required as a condition precedent to an Indemnitee’s right to recover under this indemnity provision, and an entry of judgment against an Indemnitee shall be conclusive in favor of the Indemnitee’s right to recover under this indemnity provision. Indemnitor shall pay Indemnitees for any attorney fees and costs incurred in enforcing this indemnification provision. Notwithstanding the foregoing, nothing in this instrument shall be construed to encompass (a) Indemnitees’ sole negligence or willful misconduct to the limited extent that the underlying Agreement is subject to Civil Code 2782(a), or (b) the contracting public agency’s active negligence to the limited extent that the underlying Agreement is subject to Civil Code 2782(b). This indemnity is effective without reference to the existence or applicability of any insurance coverages which may have been required under the Agreement or any additional insured endorsements which may extend to Indemnitees.

Indemnitor, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against the Indemnitees, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to activities or operations performed by or on behalf of the Indemnitor regardless of any prior, concurrent, or subsequent active or passive negligence by the Indemnitees. Accountants, attorneys, or other professionals employed by Indemnitor to defend Indemnitees shall be selected by Indemnitees.

In the event there is more than one person or entity named in the Agreement as an Indemnitor, then all obligations, liabilities, covenants and conditions under this instrument shall be joint and several. “Indemnitor”
Company/Contractor
Name & Title
Signature & Date
CD-10

CONTRACT DOCUMENT
PROJECT NO. JN 525 AND JN 544

INSURANCE

CERTIFICATION OF INSURANCE (COI) SHALL BE SUBMITTED BY THE CONTRACTOR

1. COMMENCEMENT OF WORK. Contractor shall not be authorized to commence Work under this Contract until it has obtained approved insurance. Before beginning Work hereunder, during the entire period of this Contract, for any extensions hereto, and for periods after the end of this Contract as may be indicated below, Contractor must have and maintain in place not less than the insurance coverages required in this Section at his sole cost and expense. Contractor’s insurance shall comply with all items specified by this Contract. Any subcontractors shall be subject to all of the requirements of this Section and Contractor shall be responsible to obtain evidence of insurance from each subcontractor and provide it to City before the subcontractor commences work. Alternatively, Contractor’s insurance may cover all subcontractors. The insurance requirements are not intended to and shall not in any manner limit or qualify the liabilities and obligations assumed by Contractor under this Contract.

2. INSURANCE COMPANY REQUIREMENTS. All insurance policies used to satisfy the requirements imposed hereunder shall be issued by insurers admitted to do business in the State of California. Insurers shall have a current Best’s rating of not less than A-:VII, unless otherwise approved by City.

3. COVERAGES, LIMITS AND POLICY REQUIREMENTS. Contractor shall maintain the types of coverages indicated below:

4. COMPREHENSIVE GENERAL LIABILITY INSURANCE. A policy of comprehensive general liability insurance written on a per occurrence basis in an amount not less than either one million dollars ($1,000,000) per occurrence or two million dollars ($2,000,000) aggregate.

5. COMMERCIAL AUTO LIABILITY INSURANCE. A policy including all coverages provided by and to the extent afforded by Insurance Services Office form CA 0001, ed. 12/93, including Symbol 1 (any auto) with no special limitations affecting City. The minimum auto insurance coverage shall be one million dollars ($1,000,000) combined single limit per accident.

6. WORKER’S COMPENSATION AND EMPLOYER’S LIABILITY INSURANCE. A policy which meets all statutory benefit requirements of the Labor Code, or other applicable law, of the State of California. The minimum coverage limits for said insurance shall be no less than one million dollars ($1,000,000) per claim. The policy shall be issued by an insurance company which is admitted to do business in the State of California and shall contain a clause that the policy may not be canceled without thirty (30) days prior written notice, return receipt requested, is mailed to City.

In accordance with the provisions of section 1860 of the California Labor Code, Contractor's attention is directed to the requirement that in accordance with the provisions of section 3700 of the California Labor Code, Contractor and every subcontractor will be required to secure the payment of compensation of his or her employees, or obtain a certificate of CD-11
consent to self-insurance by the Director of Industrial Relations in accordance with the requirements of Section 3700 of the California Labor Code.

In accordance with the provisions of section 1861 of the California Labor Code, Contractor shall sign and file with the awarding body the following certification prior to performing any work on the Project:
"I am aware of the provisions of section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract."

7. POLICY REQUIREMENTS. The policies set forth above shall comply with the following, as evidenced by the policies or endorsements to the policies:
(i) City and its appointed and elected officers, employees, agents and volunteers shall be added as additional insured to the policy as respects liabilities arising out of the performance of any work done under the Contract. (ii) The insurer shall agree to provide City with thirty (30) days prior written notice, return receipt requested, of any cancellation, non-renewal or material change in coverage.
(iii) For any claims with respect to the Project covered by this Contract, Contractor’s insurance coverage shall be primary insurance as respects City and its elected and appointed officers, employees, agents and volunteers. Any insurance or self-insurance maintained by City and its elected and appointed officers, employees, agents and volunteers shall be excess of Contractor’s insurance and shall not contribute with it.
(iv) The policy shall apply separately to each insured against whom claim is made or suit is brought except with respect to the limits of the company’s liability.

8. COURSE OF CONSTRUCTION INSURANCE. Contractor shall provide course of construction insurance covering for “all risks” of loss in the amount of the completed value of the Work. The City shall be named as a loss payee and the insurer shall waive all rights of subrogation against the City. This policy shall be issued by an insurance company which is admitted to do business in the State of California and shall contain a clause that the policy may not be canceled until thirty (30) days written notice, return receipt requested, is mailed to the City. Course of Construction Insurance may be provided for each separate Phase.

9. ADDITIONAL REQUIREMENTS. The procuring of required insurance shall not be construed to limit Contractor’s liability hereunder nor to fulfill the indemnification provisions and requirements of this Contract. City shall notify Contractor in writing of changes in the insurance requirements. If Contractor does not deposit copies of acceptable insurance policies or endorsements with City incorporating such changes within sixty (60) days of receipt of such notice, Contractor shall be deemed in default hereunder.

10. DEDUCTIBLES. Any deductible or self-insured retentions must be declared to and approved by City. Contractor shall guarantee that, at the option of the City, either: the insurer shall eliminate or reduce such deductibles or self-insured retentions with respect to City, its officers, employees, agents and volunteers (with additional premium, if any, to be paid by Contractor); or Contractor shall provide satisfactory financial guarantee for payment CD-12
of losses and related investigations, claim administration and defense expenses in the amount of any deductibles or self-insured retentions.

11. VERIFICATION OF COMPLIANCE. Contractor shall furnish City with the required endorsements attached hereto. All documents are to be received and approved by City before Work commences. Not less than fifteen (15) days prior to the expiration date of any policy of insurance required by this Contract, Contractor shall deliver to City a binder or certificate of insurance with respect to each renewal policy, bearing a notation evidencing payment of the premium therefore, or accompanied by other proof of payment satisfactory to City. Contractor shall provide full copies of any requested policies to City within three (3) days of any such request by City.

12. TERMINATION FOR LACK OF REQUIRED COVERAGE. If Contractor, for any reason, fails to have in place, at all times during the term of this Contract, including any extension hereto, all required insurance and coverage, City may immediately obtain such coverage at Contractor’s expense and/or terminate this Contract. Contractor shall indemnify, defend and hold harmless City and its elected and appointed officers, employees, agents and volunteers from any claim resulting from failure of either Contractor or any subcontractor to take out or maintain any insurance required by this Contract.

13. EQUIPMENT COVERAGE. Any policy or policies of insurance Contractor or his subcontractors elect to carry as insurance against loss or damage to construction equipment and tools or other personal property shall include a provision waiving the insurer’s right of subrogation against City.

GP-1

GENERAL PROVISIONS

LOCAL STREETS IMPROVEMENT
2023-2024 AND 2024-2025

VARIOUS LOCATIONS
JN 525 AND JN 544
PART 1 – GENERAL PROVISIONS
SECTION 1 – GENERAL
1-1 GENERAL. The Standard Specifications for Public Works Construction (“Greenbook”) written and promulgated by the Southern California Chapter of the American Public Works Association and the Southern California Districts of the Associated General Contractors of California shall be the Standard Specifications of the City. All work shall conform to the 2021 edition, including supplements of the Standard Specifications, the Special Provisions which supplement or modify the Standard Specifications, and the Standard Drawings as issued by the City (defined herein as “Agency”) available at the time bids are opened unless otherwise specified in the Contract Documents.

The above referenced Standard Specifications, Special Provisions and Standard Drawings are hereby made a part of the Contract Documents.

For the convenience of the Contractor, the section and subsection numbering system used in these Special Provisions corresponds to that used in the Standard Specifications. 1-2 TERMS AND DEFINITIONS. Whenever in the Standard Specification the following terms are used, they shall be understood to mean and refer to the following:
(a) AGENCY The City of Gardena, a California municipal corporation. (b) BOARD The City Council of the City of Gardena
(c) CONTRACT Documents including but not limited to the proposal forms, DOCUMENTS Standard “Greenbook” Specifications, Special Provisions, Technical Provisions, Notice Inviting Bids, Instructions to Bidders, Bonds, Insurance, Contract and all Addenda
setting forth any modifications of the documents.
(d) ENGINEER The City of Gardena Director of Public Works/City Engineer or his authorized representative.
(e) BIDDER An individual, co-partnership, association or corporation submitting a proposal for the work contemplated, acting directly or through a duly authorized representative.
(f) LEGAL ADDRESS The legal address of the Contractor to be the address OF CONTRACTOR given on the Contractor’s bid and is hereby designated as the place to which all notices, letters or other
communications to the Contractor shall be mailed or
delivered.
(g) LABORATORY An established laboratory approved and authorized by the Engineer for testing materials and work involved in the contract.

GP-2
1-7 AWARD AND EXECUTION OF THE CONTRACT.
1-7.1 General. The proposal shall be fully executed and submitted on the forms provided by the Agency and shall be enclosed in a sealed envelope marked and addressed as directed in the “Notice Inviting Bids”.

If the proposal is made by an individual, it shall be signed and his or her full name and address shall be given; if it is made by a firm it shall be signed with co-partnership name by a general partner thereof, who shall also sign his or her known name, and the name and address of each member of such co-partnership shall be given; if made by a corporation, the name of the corporation shall be signed by its duly authorized officers and attested by the corporate seal.

Bidders are warned against making erasures or alterations of any kind on their Proposal.

Proposals which contain omissions, erasures, alterations, conditions or additions not called for may be rejected.

At the time the Contract is awarded by the Agency, the Contractor shall be licensed under the provisions of Chapter 9, Division 3, of the Business and Professions Code of the State of California to do the type of work contemplated in the Contract and shall be skilled and regularly engaged in the general class or type of work required by this Contract. 1-7.2 Contract Bonds. The “Performance Bond” is equivalent to City’s “Faithful Performance Bond”.
1-7.3 Examination of Plans, Specifications and Project Site. Bidders shall read the specifications, review the drawings and examine the existing facilities to fully understand the project in order to plan for the improvements as shown in the contract, including local condition, uncertainty of weather and all other contingencies.

Bidders shall satisfy themselves by personal examination of the proposed work sites, and by such other means as they may choose as to actual conditions and requirements and as to the accuracy of the quantities stated in the Proposal forms. Information derived from the maps, plans, specifications, profiles, drawings, or from the Engineer/Architect of the record, shall not relieve the bidder of this responsibility, and the interpretation of the data disclosed by borings or other preliminary investigations is not guaranteed nor is any liability assumed by the Agency. 1-7.4 Interpretation of Drawings and Documents. If a prospective bidder is in doubt as to the true meaning or intent of any part of the Contract Documents including the Specifications, or discovers discrepancies in, or omissions from, the Specifications or Drawings, he may submit to the Engineer a written request for an interpretation or a correction thereof. Interpretations or corrections of the Contract Documents including the Specifications and Drawings, shall be made only by addendum duly issued by the Engineer, and a copy of such addendum will be sent by certified mail, postage prepaid, or delivered to each person receiving a set of the Contract Documents whose address is known to the Engineer and such addendum shall be considered a part of and incorporated in the Contract Documents. 1-7.5 Award of Contract. After the Proposals have been publicly opened and read aloud, they will be checked for accuracy and compliance with all provisions as specified herein.

The Agency reserves the right to reject any or all bids and to waive any informality or irregularity in any bid received and to be the sole judge of the merits of the respective bids received.

Bids subsequently shown to be mathematically unbalanced would be rejected as nonresponsive.

GP-3
A mathematically unbalanced bid is one containing lump sum or unit bid items which do not reflect reasonable actual costs plus a reasonable proportionate share of the bidder’s anticipated profit, overhead costs, and other indirect costs, which he/she anticipates for the performance of the items in question.
“A bid is mathematically unbalanced if the bid is structured on the basis of nominal prices for some work and inflated prices for other work; that is, each element of the bid must carry its proportionate share of the total cost of the work plus profits.” “A bid is materially unbalanced if there is a reasonable doubt that award to the bidder submitting the mathematically unbalanced bid will result in the lowest ultimate cost to the Government.

Consequently, a materially unbalanced bid may not be accepted.” Award of the Contract, if it be awarded, will ordinarily be made by the Agency within 30 days after opening of the bids. Award will be made to the lowest responsive responsible bidder.

In selecting the lowest responsive responsible bidder, consideration will be given to the general competency of the bidder for the performance of the work covered by the proposal. To receive favorable consideration, a bidder may be required to present evidence that he has successfully performed similar work of comparable magnitude or submit other evidence satisfactory to the Agency that he or his associates are competent to manage the proposed undertaking and to carry it forward to a successful conclusion. Professional integrity and honesty of purpose shall be essential requirements. A showing of adequate financial resources may be required but will not alone determine whether a bidder is competent to undertake the proposed work.

Only manufacturers or contractors of established reputation, or their duly authorized dealers or agency, having proper facilities for the manufacture of the materials or equipment and for servicing same, or for proper execution of the work called for in the contract, will be considered in making the award.
1-7.6 Execution of Contract. A bidder whose proposal is accepted shall properly sign a written contract with the Agency on the form attached hereto and return said contract together with good and approved bonds and insurance certificates as required by the Contract Documents within twenty-one (21) calendar days from the date of the mailing of a notice from the Agency to the bidder, according to the address given by him, of acceptance of his proposal.

Contract bonds and certificates of insurance, if required, shall be filed in all instances before delivering any equipment, materials, or performing any work under the contract; also before any purchase order shall be issued. An executed Power of Attorney form shall be submitted with all contract bonds herein specified.

If a bidder whose proposal is accepted fails or refuses to enter into a contract as herein provided, or to conform to any stipulated requirement in connection therewith, the money represented by his check or bidder’s bond shall be refunded less the difference between the low bid and the bid of the bidder with whom the Agency enters into an agreement in accordance with the provisions of the Public Contracts Code Section 20174. At the discretion of the Agency, an award may be made to the bidder whose proposal is next most acceptable to the Agency, and such bidder and his surety shall fulfill every stipulation embraced herein as if he were the party to whom the first award was made.

A corporation to which an award is made may be required before the contract is finally signed to furnish evidence of its corporate existence, of its right to do business in California and of the authority of the officer signing the contract and bonds for the corporation to so sign.

GP-4
1-7.7 Return of Proposal and Guarantee. The check or bond of a bidder to whom the contract has been awarded will be returned to him after all of the acts, for the performance of which said security is required, have been fully performed. The checks or bid bonds of the second and third lowest bidders will be returned when the bidder to whom the contract has been awarded has properly executed all of the required Contract Documents. Check or bid bonds of other bidders will be returned when their proposals are rejected or in any event at the expiration of forty-five (45) days from the date of opening bids.
1-7.8 Precedence of Contract Documents. The order of precedence of contract document shall be:

FIRST Requirements of law, including the Code and Ordinances of the City of Gardena.

SECOND Permits from other agencies as may be required by law.

THIRD Permits from City of Gardena Departments as may be required by law or ordinance.

FOURTH The Contract.

FIFTH The Bid Proposal.

SIXTH Addenda.

SEVENTH Notice Inviting Bids.

EIGHTH Instructions to Bidders.

NINTH Technical Provisions.

TENTH Plans.

ELEVENTH General Provisions of the Standard Specifications.

TWELFTH Standard Plans.

THIRTEENTH Standard Specifications for Public Works Construction (current edition).

FOURTEENTH Caltrans Standard Plans and Specifications.

FIFTEENTH Reference Specifications.

Change orders, supplemental agreements and approved revisions to Plans and Specifications will take precedence over documents listed above, except those listed as FIRST, SECOND and THIRD. Detailed plans shall have precedence over general plans.

SECTION 2 – SCOPE OF THE WORK
2-2 PERMITS. The Contractor will obtain, at no cost to the Agency, all permits necessary to perform the work on streets, highways, railways or other rights-of-ways. The Contractor shall obtain and pay for all costs incurred for permits necessitated by its operations such as, but not limited to those permits required for night work, overload, blasting and demolition. For private GP-5
contracts, the Contractor shall obtain all permits incidental to the work or made necessary by its operations, and pay all costs incurred by the permit requirements.

The Contractor and each subcontractor employed upon the work must have or obtain a valid City of Gardena Business License in accordance with the provisions of the Gardena Municipal Code.

2.10 DISPUTED WORK.

2.10.1 Retention of Imperfect Work. If any portion of the work done or materials furnished under the contract proves defective or not in accordance with the specifications and contract drawings, and if the imperfection in the same is not of sufficient magnitude or importance to make the work dangerous or undesirable, or if the removal of such work is impracticable or will create conditions which are dangerous or undesirable in the opinion of the Engineer, the Engineer shall have the right and authority to retain the work instead of requiring it to be removed and reconstructed, but he shall make deductions therefor in the payment of the contract item due Contractor as may be just and reasonable. 2-11. DISPUTE RESOLUTION.
2-11.1 Requests for Contract Adjustments and Relief. If either Contractor or the Agency believes that it is entitled to relief against the other for any event arising out of or related to the work or Project, such party shall provide written notice to the other party of the basis for its claim for relief. Such notice shall, if possible, be made prior to incurring any cost or expense and in accordance with any specific notice requirements contained in the applicable sections of this Contract.

In the absence of any specific notice requirement, written notice shall be given within a reasonable time, not to exceed fourteen (14) days, after the occurrence giving rise to the claim for relief or after the claiming party reasonably should have recognized the event or condition giving rise to the request, whichever is later. Such notice shall include sufficient information to advise the other party of the circumstances giving rise to the claim for relief, the specific contractual adjustment or relief requested and the basis of such request. 2-11.2 Dispute Avoidance and Resolution. The parties are fully committed to working with each other throughout the Project and agree to communicate regularly with each other at all times so as to avoid or minimize disputes or disagreements. If disputes or disagreements do arise, Contractor and the Agency each commit to resolving such disputes or disagreements in an amicable, professional and expeditious manner so as to avoid unnecessary losses, delays and disruptions to the work under the Contract.

Contractor and the Agency will first attempt to resolve disputes or disagreements at the field level through discussions between Contractor’s Representative and the Engineer.

If a dispute or disagreement cannot be resolved through the Contractor’s Representative and the Engineer, Contractor’s Chief Executive Officer or similar senior representative and the Gardena City Manager, or designee, upon the request of the other party, shall meet as soon as conveniently possible, but in no case later than twenty (20) days after such a request is made, to attempt to resolve such dispute or disagreement. Prior to any meeting between the parties’ senior representatives, the parties will exchange relevant information that will assist the parties in resolving their dispute or disagreement.

If, after meeting, the senior representatives determine that the dispute or disagreement cannot be resolved on terms satisfactory to both parties, the parties may submit the dispute to binding or non-binding mediation. The mediation shall be conducted in any manner and by any person GP-6
or mediation association mutually acceptable to the parties. 2-11.3 Arbitration. Any claims, disputes or controversies between the parties arising out of or relating to the Contract, or the breach thereof, which have not been resolved in accordance with the procedures set forth in Section 2-11.2 above may be decided by binding or non-binding arbitration. The arbitration shall be conducted in any manner and by any person or arbitration association mutually acceptable to the parties.
2-11.4 Claims Disputes. Any claims of Contractor, as “claims” are defined in California Public Contract Code Section 9204 shall be processed in accordance with that section. Section 9204 provides in relevant part that upon receiving a claim from a contractor, together with reasonable documentation to support the claim, a contracting public entity shall conduct a reasonable review of the claim and, within a period not to exceed 45 days [except as otherwise provided in Section 9204], shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed.

Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, Section 9-4.3 shall apply. If the contractor disputes the public entity’s written response, or if the public entity fails to respond to a claim within the time prescribed, the contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute.

Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed.

Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the contractor sharing the associated costs equally. The public entity and contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator.

If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to other applicable procedures.
2-13 DRAWINGS AND SPECIFICATIONS (“RECORD” DRAWINGS). At all times, the Contractor shall maintain at the project a “Record” set of Drawings and Specifications to include all executed addenda, change orders, and field orders.

Prior to each progress payment the Contractor shall deliver to the Engineer, a set of contract drawings with all applicable “as constructed” notes placed/recorded thereon. Failure to provide “as constructed” plans will cause progress payment to be withheld until information is provided to City.

After completion of the work and before final payment, the Contractor shall deliver to the Engineer a complete set of contract drawings with all applicable “as constructed” noted placed/record thereon. The final form and detail of these as constructed plans are subject to the acceptance of the Engineer.

GP-7
2-14 MARKING REMOVAL. All markings placed by the Contractor, City, and Underground Service Alert (USA) during construction shall be removed at the completion of the work. These markings shall include, but not limited to, paint, stakes, and metal tags.

All cost associated with removal of markings shall be included in the bid prices for the applicable bid items. Failure of the Contractor to remove these markings shall be cause for the City to do the work and withhold the costs from the Contractor’s final payment.

SECTION 3 – CONTROL OF THE WORK
3-5 INSPECTION. Inspection shall be made once a day for areas ready for inspection.

Areas or items that fail inspection or that are not ready for inspection shall be rescheduled by the contractor.

Inspection of the work shall not relieve the contractor of the obligation to fulfill all conditions and requirements of the contract.
3-6 THE CONTRACTOR’S REPRESENATIVE. The Contractor shall furnish the Engineer with the name, address and cell/ business/home telephone numbers of the person responsible for the maintenance of barricades, traffic control signs, lights and other safety devices. 3-10 SURVEYING.
3-10.3 Line and Grade. Unless otherwise provided in the Technical Provisions, establishing lines and grades for construction shall be the responsibility of the Contractor, with the following provisions:

All work under this contract shall be built in accordance with the lines and grades shown on the plans. Field survey for establishing these, and for the control of construction, shall be the responsibility of the Contractor. All such surveys, including construction staking, shall be performed on all items ordinarily requiring grade and alignment, at intervals normally accepted by the agencies and trade involved.

The Contractor shall provide a copy of the office calculations and grade sheets to the Agency’s Inspector. The Contractor shall be responsible for any error in the finished work and shall notify the Engineer within 24 hours of any discrepancies or design errors discovered during staking.

Unless a separate bid item is provided, the payment for surveying, construction staking, professional services, office calculations, furnishing all labor, materials, equipment, tools and incidentals, and for doing all work involved shall be considered as included in the various items of work, and no additional compensation will be allowed therefor. 3-12 WORK SITE MAINTENANCE.
3-12.1 General. The Contractor shall keep the work site clean and free from rubbish and debris.

The Contractor shall abate dust nuisance by cleaning, sweeping and sprinkling with water in keeping with the AQMD and NPDES requirements. Debris, soil or other matter shall not be washed into storm drains but shall be collected and disposed of in a legal, responsible manner.

The construction area shall be cleaned with a power sweeper at the end of every workday and when deemed necessary by the Engineer.

The Contractor shall maintain drainage within and through the work areas. Earth dams will not be permitted in paved areas. Use temporary sandbags to control the site perimeter. At the GP-8
completion of the project sandbags shall become the property of the City of Gardena and shall be remain in place.

The Contractor shall not spill on haul routes. Any such spillage shall be removed immediately and the area cleaned.

Stockpiling of construction materials or debris on City right-of-way shall be in accordance with the NPDES permit and shall be approved by the inspector. At the completion of work, the Contractor shall thoroughly clean all work areas.
3-12.2 Air Pollution and Surface Maintenance Control. The Contractor shall obtain a construction water meter from Golden State Water including required deposit and fees. The Contractor shall pay for the water used, at the current water rates. All arrangements for construction water shall be made by contractor with Golden State Water at Contractor expense. 3-12.4. Storage of Equipment and Material.
3-12.4.1 General. All costs associated with the disposal of all excavated or demolition materials, including any gate fees, shall be paid by the Contractor. These costs shall be included in the bid price for the applicable bid items.

Prior to any excavated or demolition material being removed from the construction site the Contractor shall notify the City as to the hauling route and destination for disposal. If the location for disposal is other than a county landfill then the Contractor shall provide the City with written permission and release of liability for the City from the owner of the property where the material will be deposited.

The City has an exclusive agreement with Waste Resources, Inc. and no other firm may provide bulk trash bins in the event the work requires this service. 3-12.4.2 Storage in Public Streets. Construction equipment shall not be stored at the construction site, any public street or publicly owned facilities without approval of the City.

Contractor shall store equipment at a contractor’s rental yard.

All excavated material that is to be hauled to and disposed of at a County landfill site by the Contractor is subject to a County gate fee based on tonnage. 3-12.5.4 Protection and Restoration of Existing Improvements. Any facilities, structures, water lines, landscaping, surfaces, signs, pavement markings, painted curbs, house numbers, etc., which are damaged during construction shall be restored to the satisfaction of the City. Damaged water lines shall be repaired immediately at no additional cost to the city. 3-12.5.5 Access to Private Property. The Contractor shall be aware that business and residential access must be maintained at all times. The Contractor shall schedule operations to minimize interference with access to private property.

The main access way to any business or home shall not be completely blocked for more than one four-hour period a day except blockage shall be limited to one twenty-four (24) hour period when concrete is poured.

Temporary access ways shall be provided from the street to the main access way of all businesses and homes by use of traffic rated steel plates or any other method approved by the city.

Payment for this item shall be included in the applicable contract work item.

GP-9
3-13 COMPLETION, ACEPTANCE, AND WARRANTY.
3-13.3 Warranty. In addition to the guarantees as required in Section 1-7.2 and 3-13.3 of the Standard Specifications, the Faithful Performance Bond shall remain in full force and effect for a period of one year after acceptance of the work by the Agency to insure that defects, which may appear within said period, will be repaired, replaced, or corrected by the Contractor, at his own cost and expense, to the satisfaction of the Engineer within thirty (30) days after written notice thereof by the Agency.

SECTION 4 – CONTROL OF MATERIAL
4-1 GENERAL.
4-1.1 Warranty of Title. No materials, supplies or equipment for the work under this Contract shall be purchased subject to any chattel mortgage or under a conditional sale contract or other agreement by which an interest therein or any part thereof is retained by the seller or supplier.

The Contractor warrants clear and good title to all materials, supplies and equipment installed and incorporated in the work, and agrees upon completion of all work to deliver the premises, together with all improvements and appurtenances constructed or placed thereon by him to the Agency free from any claims, liens, encumbrances or charges, and further agrees that neither he nor any person, firm or corporation furnishing any material or labor for work covered by the Contract shall have any right to a lien upon the premises or any improvement or appurtenance thereon; provided, that this shall not preclude the Contractor from installing metering devices or other equipment of utility companies the title of which is commonly retained by the utility company. Nothing contained in this section, however, shall defeat or impair the right of such persons furnishing materials or labor under any bond given by the Contractor for their protection, or any right under any law permitting such persons to look to funds due the Contractor, which are in the hands of the Agency.

The provisions of this section shall be inserted in all subcontractor’s and material contracts, and notice of its provisions shall be given to all persons furnishing materials for the work when no formal contract is entered into regarding such materials.

SECTION 5 – LEGAL RELATIONS AND RESPONSIBLITIES
5-4 INSURANCE. In lieu of Section 5-4 of the Standard Specifications, refer to the City Contract Documents Section, CD-10, for detail requirements. 5-5 ANTITRUST CLAIMS. By entry into this Contract, Contractor hereby acknowledges the terms of Section 7103.5 of the Public Contract Code and hereby offers and agrees to assign to the Agency all rights, title and interest in all causes of action it may have as outlined above. 5-7 SAFETY.
5-7.4 Hazardous Substances. As required by Public Contract Code Section 7104, if this Contract involves digging trenches or other excavations that extend deeper than four (4) feet below the surface, Contractor shall promptly, and prior to disturbance of any conditions, notify the Agency of: (1) any material discovered in excavation that Contractor believes to be a hazardous waste that is required to be removed to a Class I, Class II or Class III disposal site; (2) subsurface or latent physical conditions at the site differing from those indicated by the Agency; and (3) unknown physical conditions of an unusual nature at the site, significantly GP-10
different from those ordinarily encountered in such contract work. Upon notification, the Agency shall promptly investigate the conditions to determine whether a change order is appropriate. In the event of a dispute, Contractor shall not be excused from any scheduled completion date and shall proceed with all work to be performed under the Contract but shall retain all rights provided by the Contract and by law for making protests and resolving the dispute. 5-7.4.1Edison Energized Conductors. Contractor hereby promises and agrees that in the performance of the work specified in this Contract, it will employ and utilized only qualified persons, as hereinafter defined, to work in proximity to Edison’s secondary, primary and transmission facilities. The term “qualified person” is defined in Title 8, California Administrative Code, Section 2700, as follows:
“Qualified Person: A person who by reason of experience or instruction is familiar with the operation to be performed and the hazards involved.” Contractor further promises and agrees that the provisions of this section shall be and are binding upon any subcontractor or subcontractors that may be retained by it, and that Contractor shall take such steps as are necessary to assure compliance by said subcontractor or subcontractors with the requirements of this section. 5-7.4.2 Emergency Provisions. Unusual conditions may arise on the work which will require that immediate and unusual provision be made to protect the public from danger or loss or damage to life and property, due directly or indirectly to the prosecution of the work, and it is part of the service required of the Contractor to make such provisions and to furnish such protection.

Whenever, in the opinion of the Agency, an emergency exists of which the Agency is aware and against which the Contractor has not taken sufficient precaution for the safety of the public or the protection of utilities or of adjacent structures or property which may be injured by the progress of construction; and whenever, in the opinion of the Agency, immediate action shall be considered necessary in order to protect public or private personnel or property interests, or prevent likely loss of human life or damage on account of the operations under the Contract, then in that event the Agency may provide suitable protection to said interests by causing such work to be done and material to be furnished, as in the opinion of the Agency may seem reasonable and necessary, all at the expense of the Contractor.

SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK
6-1.1 Construction Schedule. The Contractor’s proposed construction schedule shall be submitted to the Engineer within fourteen (14) calendar days after the date of the contract execution. The schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered.

The Contractor shall include in his bid all costs to perform the work under this contract in stages.

The Contractor shall begin and complete work in each stage prior to starting work in subsequent stages unless previous permission is obtained from the Engineer. The contractor shall stage the work to allow parking on the next adjacent streets. Restricting parking on multiple adjoining streets shall require approval of the engineer.

The Contractor shall reconstruct the major phases for the project per the following general phases and requirements. No work shall commence on a phase until the previous phase is GP-11
completed unless approved by the Engineer. The Contractor shall include these sequences in his work progress schedule to be submitted. Schedule is to be approved by the engineer.

Phase 1: Concrete Improvements.

A. Remove and construct all concrete work (curb and gutter, sidewalk, curb ramp, cross gutter, etc.).

B. Traffic may be reduced to one lane in each direction with left turns to be maintained open. All lanes of traffic shall be open at the end of the work day. Work hours shall be from 7:30 a.m. to 4:30 p.m. See Section C-1.3 for additional requirements.

C. Provide temporary striping, traffic control, and advisory signs.

D. The Contractor shall maintain ingress/egress access for all streets and driveways.

Phase 2: Roadway Reconstruction.

A. At least one traffic lane in each direction shall be maintained at all times.

B. Localized pavement reconstruction shall be completed before the cold mill operations.

C. Lower manhole and valve box frames and covers to stay clear of the excavation, disposal, and cold mill operations.

D. Temporary pavement striping and delineation shall be installed and/or installed at the end of each of work day.

E. Temporary limit lines shall be installed at locations where permanent limit lines are shown.

F. Ingress/egress to all streets and driveways shall be maintained.

Phase 3: Roadway Overlay, Final Paving, and Slurry Seal.

A. Overlays shall be placed within two (2) days of cold milling of existing pavement.

B. Final finish course shall be placed within 48 hours of base paving.

C. At least one lane in each direction shall be maintained at all times.

D. At the end of each work day, install temporary striping and limit lines as shown on the final striping plan.

E. Adjust manhole and valve box frames and covers to finished grade.

F. Apply slurry seal.

G. No traffic shall be allowed to use the new improvements until the new improvements have been sufficiently cured.

H. Access to all streets or cul-de-sacs not being paved or slurry sealed shall be maintained at all times.

Phase 4: Utility Frames and Boxes Adjustment.

A. Adjust utility frames and boxes.

Phase 5: Final Striping.

A. Final striping and pavement markings shall not be installed until the new roadway has been sufficiently cured.

B. Red curbs and other pre-existing curb markings prior to the construction shall be restored. Repaint all painted curbs.

C. Reinstall all existing striping whether shown on the Plans or not. 6-1.2 Commencement of the Work. City may establish a Notice to Proceed (NTP) date no later than thirty (30) calendar days after the date of the contract execution. Prior to issuing the Notice to Proceed, the Engineer will schedule a preconstruction meeting with the Contractor to review the proposed construction schedule and delivery dates, arrange utility coordination, discuss construction methods and clarify inspection procedures.

The names, addresses and telephone numbers of the Contractor and subcontractors, or their GP-12
representatives, shall be filed with the Public Works Manager and the County Sheriff’s Department or the City Police Department prior to beginning work.

The Contractor shall also notify the City of Gardena and the owners of all utilities and substructures within the Project area not less than 48 hours prior to starting construction. The following utility companies list of names and telephone numbers is intended for the convenience of the contractor and is not guaranteed to be complete or correct:

COMPANY CONTACT TELEPHONE NO.

Southern California Edison Manuel Vargas 909.287.6977
Southern California Gas Melissa Fukunaga: Tech Services Planning: Attn - Lead Planner
213.231.7281
AT&T Marco Perez 626.491.5503
Raymond Dover 310.515.4257
Gardena Police Dispatch 310.3237911
L.A. County Fire Dept. 310.323.7911
Time Warner
Communications Arturo Fernandez 310.750.9099
Crown Castle Hector Aguilera 951.454.5111
Waste Resources of Gardena Lorena Rodriguez 310.366.7600 Golden State Water Co. Johnny Ortiz 310.386.0233
Anton Ingram 310.245.9381
L.A. County Flood Control Daryll Chenoweth 626.458.3129 L.A. Sanitation District Jon Ganz 562.908.4288
Metropolitan Water District Civil Eng. Substructures Section 213.217.7059 Chevron Pipeline Dave Zerler 310.669.4014
Underground Service Alert 800.422.4133
The Contractor shall submit periodic Progress reports to the Engineer by the tenth day of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports.
6-1.3 Working Day. The Contractor’s working hours shall be limited to the hours between 7:30 A.M. and 4:30 P.M., Monday through Friday except holidays. No work which will cause loud or disruptive noise to adjacent residents and “No Parking” enforcement shall begin prior to 8:00 a.m. nor terminate later than 4:30 p.m. Deviation from normal working hours will not be allowed unless written permission has been duly obtained beforehand from the office of the City Engineer. The Contractor shall provide adequate light for proper prosecution of the work, for the safety of the workmen and the public, and for proper inspection.

For work adjacent to schools, the contractor will be required to schedule cold mill, paving, application of type 2 slurry, and concrete replacement construction activities on Saturdays from 10am to 4pm. This may not be required if work can be scheduled during the school’s summer break closure. See plans for streets adjacent to school locations.

If the Contractor works beyond the allowed working hours without prior written approval from the Engineer, the Contractor may be charged Five Hundred ($500) for each occurrence as required by the Engineer. The amount will be deducted from a progress GP-13
payment or bond.

Contractor hereby acknowledges and shall be required to comply with the provisions of California Labor Code Section 1810 et seq. According to those sections, eight (8) hours of labor shall constitute a legal day’s work. Contractor shall pay to the Agency a penalty of Twenty-Five Dollars ($25.00) for each worker employed in the execution of this Contract by Contractor, or by any Subcontractor, for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any calendar day or forty (40) hours in any one (1) calendar week, except when payment for overtime is made at not less than one and one-half (1-1/2) times the basic rate for that worker.

In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates including benefits, overhead and travel time. The service fees will be deducted from any amounts due to the Contractor.
6-1.4 Notice and Service Thereof. Any notice required or given by one party to the other under the contract shall be in writing and shall be dated and signed by the party giving such notice or by a duly authorized representative of such party. Any such notice shall not be effective for any purpose whatever unless served in the following manner:

Notice shall be given to the Agency by personal delivery thereof to the City of Gardena Engineer or by depositing the same in the United States mail enclosed in a sealed envelope, registered and with postage prepaid, addressed to:

Public Works Department
City of Gardena
1717 W. 162nd Street
Gardena, CA 90247-3778
Notice shall be given to the Contractor by personal delivery thereof to said Contractor or to his authorized representative at the site of the project, or by depositing the same in the United States mail, enclosed in a sealed envelope addressed to said Contractor at the address established for the conduct of the work under this Contract, postage prepaid and registered.

Notice shall be given to the Surety, or any other person, by personal delivery to said Surety or other person, or by depositing the same in the United States Mail, enclosed in a sealed envelope addressed to such Surety or persons at the address of said Surety or persons last communicated to the party giving the notice, postage prepaid and registered.

Notification of Property Owners and Tenants - The Contractor shall notify each property owner and/or tenant in the project area in writing five (5) working days prior to the start of construction.

If pedestrian or vehicular access to private property is to be blocked, the Contractor shall again notify each property owner and/or tenant in writing five (5) working days prior to construction activities. The Contractor shall provide additional notices when a lapse time occurs during each phase/segment work.

The written notice shall be submitted to the Engineer for approval prior to being delivered.
6-2 PROSECUTION OF THE WORK.

6-2.1 Contractor’s Responsibility for Work. Until the formal acceptance of the work by the Agency, the Contractor shall have the charge and care thereof and shall, subject to the insurance protection furnished in accordance with the Section 1-7.6 and 5-4 hereof, bear the GP-14
risk of accident, loss or damage to any part thereof by action of the elements or from any other cause, whether arising from the execution or from the non-execution of the work. The Contractor shall rebuild, repair, restore and otherwise correct damages to any portion of the work occasioned by any of the above causes before its acceptance.

In case of suspension of work from any cause whatever, the Contractor shall be responsible for all materials and the proper temporary storage thereof. 6-3 TIME OF COMPLETION.
6-3.1 General. The contract time shall begin per the City’s written notification. Work must be completed within working days specified for the project. In addition, the Contractor shall notify the City 24 hours in advance of the actual commencement of work.

No work shall be undertaken during the City’s holiday closures. It is the Contractor’s responsibility to determine the City’s closure dates.
6-9 LIQUDATED DAMAGES. The amount of liquidated damages is hereby amended to $1,000.00 for each consecutive calendar day.

SECTION 7 – MEASUREMENT AND PAYMENT
7-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK.
7-1.2 Method of Measure. The quantities shown on the Bid Schedule are approximate only. The Contractor will be paid for the actual quantities of work based on approved field measurements as provided for in these Specifications. The City reserves the right to increase or decrease the amount of any item or portion of work to be performed or materials furnished, or to delete any item, in accordance with the Specifications. Additional bid item work shall be completed within the total working days in these specifications. Additional working days maybe allowed with the approval of the engineer.
7-3 PAYMENT.
7-3.2 Partial and Final Payment. The Engineer will authorize monthly partial/progress payments per Section 7-3.2 of the Standard Specifications. Contractor’s monthly invoice shall be submitted on company letterhead. Each invoice submitted shall include project name, date of invoice, progress payment number, and purchase order number. All bid items shall be included on each invoice and include unit, unit price bid, original quantity and amount, previous payment quantity and amount, current invoice payment quantity and amount, total project payment quantity and amount. In addition, any approved change orders shall be listed on invoice.

Payment to Contractor typically takes 30 days from submittal of approved invoice. However, payments will be withheld pending receipt of any outstanding reports required by the Contract Documents.
7-3.3 Delivered Materials. The City will NOT honor or make any progress payments for materials ordered and delivered to the job site by the Contractor unless prior approval is obtained from the Engineer.
7-4 PAYMENT FOR EXTRA WORK.
7-4.3 EXTRA WORK. When work is performed on a "time and materials" basis, the following percentages shall be added to the Contractor's cost and shall constitute the markup for all overhead and profits:

GP-15
1) Labor ........................................................... 20 2) Materials ........................................................... 15 3) Equipment Rental ......................................................... 15 4) Other Items and Expenditures ..................................... 15 To the sum of the costs and markups provided for in this section, 1 percent shall be added as compensation for bonding.

When all or any part of the extra work is performed by a Subcontractor, the markup established above shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

SECTION 8 – FACILITIES FOR AGENCY PERSONNEL
8-2 FIELD OFFICE FACILITIES. The Contractor shall provide the class of field office indicated below:
□ Class "A" □ Class "B" □ Class "C"
In the event none of the boxes are marked above, no specific field office will be required, and the use therefor of any field office will be at the Contractor's discretion. The location of any field office shall be as provided on the plans, in these Specifications or as designated by the Engineer.

END OF GENERAL PROVISIONS
TP-1

TECHNICAL PROVISIONS

LOCAL STREET IMPROVEMENTS
2023-2024 AND 2024-2025
JN 525 AND JN 544
PREFACE: All work and materials shall conform to the "Standard Specification for Public Works Construction", 2021 edition, except as modified by the contract and these Technical Provisions.

Incidental Work - All work and materials required by the plans and specifications, and not specifically listed in the bid schedule items of work, shall be considered incidental and no additional payment shall be made therefore. Incidental items shall include, but not be limited to, mobilization; implementation of the SWPPP and Best Management Practices for the protection of storm drain structures; adjusting utility access covers to grade; saw cutting; clear and grub; excavation and disposal of materials; survey; traffic control and coordination of utilities.

PART 2 – CONSTRUCTION MATERIALS
SECTION 200 – ROCK MATERIALS
200-2. UNTREATED BASE MATERIAL
200-2.1 General. The Contractor shall furnish Certified Weight Tickets for material delivered to the job site and deliver it to the Engineer or his representative before the end of the working day.

The City may hire a qualified soils engineer to perform all tests. If the material furnished by the Contractor fails any tests, the Contractor shall remove said material and shall complete the construction of the base with material acceptable to the Engineer at no extra cost to the City.

Costs for base material shall be incidental and included in the bid item of work for which it is required, and no additional payment will be allowed therefore.

SECTION 201 – CONCRETE, MORTAR, AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE.
201-1.1.2 Concrete Specified by Class and Alternate Class. Concrete shall be 520-C-2500 for curb-gutter, curb ramps, driveways, alley approach, sidewalk and concrete pavement.

Curing compound shall be Type 2 (if required).

SECTION 203 – BITUMINOUS MATERIALS
203-6 ASPHALT CONCRETE.
203-6.4.1 Class and Grade. Asphalt hot mix shall be C2-PG64-10 for capping or finish course.

Feather join edges shall be made along straight lines by hand raking out all heavy aggregates prior to rolling to produce a smooth uniform surface. Compacted edge along gutter lip shall be 3/8 inch in height.
203-11 ASPHALT RUBBER HOT MIX (ARHM).

TP-2
230-11.3 Composition and Grading. Asphalt-Rubber shall be Class ARHM-GG-D, Standard Specifications Section 230-11 Wet Process and Section 302-9.

PART 3 – CONSTRUCTION METHODS
SECTION 300 - EARTHWORK
300-1 CLEARING AND GRUBBING.

In addition to the work outlined in Section 300-1, the following items of work are included under "Clear and Grub":

A. Providing clean topsoil and grading of parkways as directed by the Engineer to restore the parkway grades.

B. Replacement of damaged pipe curb drain, as well as the coring and/or reinstatement of pipe curb drains.

C. Protection or replacement of brick banding on driveway.

D. Protection of fences adjacent to and within the public right-of-way.

E. Relocation of existing signs and warning devices (City shall provide new poles as required.)
F. Painting new and repainting existing curb markings such as yellow, blue, white, green or red curb as well as curb addresses
G. Protect existing private/public irrigation systems, and repair irrigation systems damaged during construction.

H. Protection of all existing improvements (public or private), unless shown to be removed/relocated/adjusted as part of the construction. The Contractor shall repair or replace these items if damaged with new materials equal to the original or better, as required by the Engineer.

I. Protection of all utilities, walls, fences, hedges, buildings, concrete slabs, planters, and other private or public improvements not specifically shown to be removed as part of the construction. The Contractor shall replace these items, if damaged, with new material equal to the original or better, as required by the Engineer.

J. All complaints/claims resulting from reconstruction of concrete improvements will be forwarded to the Contractor. The complaint/claim will be fully rectified or the City will repair the item and deduct that amount from progress payment. 300-1.1.a General.

All existing improvements, including those on private property, shall be protected in place. Any damage to and removal of these improvements shall be repaired and replaced by the Contractor at his expense.

All excavated material shall be immediately hauled away and disposed of outside the project limits. The Contractor shall be responsible for all damages and claims that may arise as a result of this disposal.
300-12 EXCAVATION. Roadway excavation shall include sawcutting, excavating, removing, hauling, and disposing of all soil materials, existing asphaltic concrete pavement, PCC pavement, subgrade and similar appurtenances which are to be removed for construction of the TP-3
street reconstruction as shown on the Plans. Earthwork, subgrade preparation and finishing roadway shall confirm to the applicable requirements of Section 300 and 301 and other pertinent sections of the Standard Specifications for the various items involved. Payment for excavation shall be incidental and included in the appropriate unit price bid. 300-12.1 Asphalt Pavement Removal. The edges of asphalt pavement remaining in place shall be sawcut and shall have clean, solid vertical faces. The edges of asphalt pavement broken during construction shall be resawn and removed before surfacing material is placed at the expense of the Contractor.

All edges shall be parallel or perpendicular to curb faces except cuts around objects shall be on a curvilinear cut, a maximum 4 inches departure from the straight cut every 2 feet. 300-12.2 Concrete Removal. Concrete to be removed shall be sawcut to a minimum depth of 5 inches at score marks or as marked by the City. Sawed edges, broken or chipped during construction shall be resawn at the contractor's expense. Increase in concrete quantity due to resawing shall not be considered for payment. Upon concrete removal, the City Parks Superintendent shall be informed to check and approve all roots to be removed. If he determines the tree cannot be saved, removal and planting of a new tree shall be per unit cost.

All edges shall be parallel or perpendicular to curb faces except cuts around objects shall be on a curvilinear cut, a maximum of 4 inches departure from the straight cut within every 2 feet. The edges of Portland cement concrete remaining in place shall be sawcut and shall have clean, solid vertical faces.

The Contractor is responsible for inspecting each location prior to submitting a bid.

Excavation in the street section adjacent to concrete replacement shall be a minimum width of 1-foot and a minimum depth of 6-inches or 1-inch greater than the existing AC section if greater than 6-inches in depth.

Remove and replace defective concrete work with new materials. Permission to patch any defective areas shall not be a waiver of the Engineer's right to require complete removal of defective work if patching does not restore quality and appearance of work.

The Contractor may stockpile sand or clean fill dirt within the street, except arterial streets, between the curb and 8-feet out, for no longer than 72 hours in any one location with prior approval by the Engineer. The Contractor shall notify the fronting residence 24 hours prior to stockpiling any material. Said stockpile shall not block the flow line of the gutter and shall be barricaded with flasher-equipped barriers. The Contractor shall ensure that the street is swept clean upon vacating the stockpile site. No excavated or removed dirt or concrete may be stockpiled in any street overnight.

The Contractor shall remove all debris and perform all cleanup work to the satisfaction of the Engineer within 3 working days after forms have been removed at any location.

Concrete removed shall be replaced within five (5) days after removal. All restorations shall be completed a maximum of five (5) days after concrete placement (i.e. backfill, grading of dirt, asphalt repave etc.) One Hundred ($100) dollars per calendar day and location shall be charged to the Contractor for failure to comply with the above schedule as required by the Engineer.

TP-4
SECTION 302 – ROADWAY SURFACING
302-1 CRACK SEALING AND PAVEMENT PREPARATION.

Existing pavement cracks, joints, spalls and cracks around utility patches, shall be sealed as follows:

Cracks, Joint Widths Required Sealing Method

1/4 " to 1/2 " Rout to 1/2" wide, 1/2 " deep
Fill with Sealant*
1/2" to 3/4" Fill with sealant*
Greater than 3/4" Fill with hot mix asphalt paving (F-AR4000) * Use Type "D" joint sealant to seal P.C.C. to be overlaid with asphalt use Type "A" sealant (color to match existing P.C.C.) in P.C.C., which is not to be overlaid.

All loose material shall be removed from cracks and joints and an approved herbicide shall be applied prior to sealing.

Cracks shall be filled flush with the road surface. Excess material shall be removed.

Sealant shall be applied according to the manufacturer's specifications, which shall be furnished to the Engineer at the preconstruction job meeting.
302-5 ASPHALT CONCRETE (AC) PAVEMENT.
302-5.1 General. The Contractor shall establish designated asphalt truck routes and staging areas and shall communicate these routes and areas to truck drivers prior to the arrival at the job site.

This plan must be approved by the Engineer five (5) days prior to paving. 302-5.3 Prime Coat. Prime coat shall be applied to all subgrade surfaces prior to asphalt hot mix surfacing. The prime coat shall be Grade SC-250 liquid asphalt uniformity per Green Book requirements.
302-5.4 Tack Coat. Asphalt tack coat shall be applied to all existing asphalt surfaces prior to asphalt overlay.

Existing surfaces shall be cleaned utilizing a power sweeper and free of water prior to applying PG 64-10 or SS-1h asphalt tack coat per Green Book requirements. Tack coat shall uniformly cover all areas to be paved.
302-5.5 Distribution and Spreading.

BOTTOM DUMPING OF ASPHALT PAVING SHALL NOT BE ALLOWED.
302.5.6.2 Density and Smoothness. Failed areas shall be removed and replaced at Contractor's expense.
302-5.7 Joints. COLD JOINTS SHALL NOT BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. COLD JOINTS PLACED WITHOUT APPROVAL SHALL BE REMOVED AT THE SOLE EXPENSE OF THE CONTRACTOR.

TP-5
302-9 APHALT RUBBER HOT MIX (ARHM).
302-9.1 General. The Contractor shall establish designated asphalt truck routes and staging areas and shall communicate these routes and areas to truck drivers prior to the arrival at the job site. This plan must be approved by the Engineer five (5) days prior to paving.

CONTRACTOR SHALL REMOVE ALL TRACKED ASPHALT MATERIALS FROM CONCRETE SURFACES AND RAISED PAVEMENT MARKERS.
302-9.3 Distribution and Spreading. Feather join edges shall be made along straight lines by hand raking out all heavy aggregates prior to rolling to produce a smooth uniform surface.

Compacted edge along gutter lip shall be 3/8 inch in height.

BOTTOM DUMPING OF ASPHALT PAVING SHALL NOT BE ALLOWED.
302-9.5 Joints. JOINTS SHALL NOT BE ALLLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. JOINTS PLACED WITHOUT APPROVAL SHALL BE REMOVED AT THE SOLE EXPENSE OF THE CONTRACTOR.
302-9.7 Rock Dust Blotter. Rock dust blotter shall be provided and uniformly applied using a mechanical spreader at a rate of approximately 1.65 kilogram per square meter. 302-15 ASPHALT TRACKING PAVEMENT AND MITIGATION. The purpose of this section is to address any tracking related problems caused by the Contractor. The City requires that all streets adjacent to the project remain track free during and after construction. Contractor shall prevent and mitigate asphalt tracking on all adjacent surfaces. The use of water or any other methods approved by the Engineer may be utilized. If tracking is present at the end of the work day, the Contractor shall use steam cleaning and a vacuum truck to remove tracking from all affected areas to the satisfaction of the Engineer.

SECTION 314 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS,

AND PAVEMENT MARKERS
314-1 GENERAL. Furnishing and installation of traffic markings shall include all work required to place raised pavement markers, thermoplastic material and curb paint. Legends and crosswalks shall consist of thermoplastic material with glass bead finish.

Contractor shall make an inventory of all existing pavement legends, red curb, yellow curb, etc. including all other pre-existing pavement markings prior to construction. All pavement legends and curb markings shall be restored to pre-existing conditions unless otherwise directed.

Striping work and materials shall conform to the provisions of the Standard Specifications of the State of California, Department of Transportation, latest edition, and the Traffic Manual of the State of California, Department of Transportation. Installation of traffic markings shall be completed within 5 working days of paving.
314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKING. 314-4.1 GENERAL. Each fire hydrant in the project area shall be marked by placing a doublesided raised pavement marker with reflective blue markings on each side. The marker and adhesive shall be equivalent to Caltrans pavement markers.

TP-6
Place one marker 6 inches from street centerline toward hydrant on a line projected approximately perpendicular to curb. Place two markers if hydrant is on a corner, one on each street.

PART 4 – EXISTING IMPROVEMENTS
SECTION 400 – PROTECTION AND RESTORATION
400-2 PERMANENT SURVEY MARKERS. The Contractor shall provide all surveying to complete the project and to replace any damaged monuments, benchmarks, ties, etc. All survey work shall be performed by a Land Surveyor registered by the State of California. Work shall be laid out and constructed so as to provide smooth profiles to adjacent improvements and drainage of all surfaces.

SECTION 401 - REMOVAL
401-3. CONCRETE AND MASONRY IMPROVEMENTS.
401-3.2 Concrete Curb, Walk, Gutters, Cross Gutters, Curb Ramps, and Alley Intersections.

Concrete sidewalk construction shall include removal and disposal of existing interfering structures, tree roots, objects, soil, etc. Contractor shall remove and replace any inadequate existing base material with compacted CMB.

Any damaged utility boxes, traffic signal pull boxes, etc., shall be replaced. All boxes shall be adjusted to grade and all costs for this work shall be incidental and included in this item of work.

Concrete curb and gutter construction shall include removal and disposal of existing interfering structures, objects, soil, etc.

Curb and gutter to be replaced shall be installed at the same location as the existing on a straight grade across the limits of the replacement.

Removal, disposal and construction of adjacent 2-feet wide asphalt hot mix paving (C2 PG64- 10) over 6-inch thick C.A.B. shall be included.

The Contractor shall regrade the area at the back of curb/gutter where the new curb/gutter is constructed at a different grade than existing curb/gutter. The graded area shall have a maximum slope of 3:1 and 2% in city parkways. Fill material, if required, for this grading shall be furnished by the Contractor. All landscaping and irrigation in the graded area shall be repaired Curb ramp construction shall include removal and disposal of interfering structures, objects and soil. Ramp shall be 4" thick concrete over 6" thick C.A.B. Curb ramp reconstruction in place shall be from BCR to ECR and adjacent sidewalk as needed to meet ADA requirements.

Included in this construction is the adjustment and protection of sweeps, conduits, pull boxes, utility access frames and covers to finished grade and protection of traffic detectors, stub-outs and homeruns. Traffic detectors damaged by the Contractor's operations shall be replaced at the Contractor's expense.

TP-7
At locations where street lighting or traffic signal poles encroach into the curb ramp to be installed, concrete pedestals shall be constructed between finished grade and pole bases.

Removal, disposal and construction of adjacent curb and gutter, spandrel, cross gutter, and 24 in. wide hot mix asphalt paving (C2 PG64-10) over 6 in. thick C.A.B. shall be included. Ramp shall be poured separately from curb and gutter (min. 24-hrs after curb and gutter).

The Contractor shall verify, with a “smart level”, that maximum ramp and sidewalk grades do not exceed maximum grades indicated on the project plans, when marking the required saw cut removal limits and when setting the concrete forms, prior to pouring any curb access ramp locations. It shall be the Contractor’s responsibility to supervise and utilize the proper experienced personnel to ensure that the proper saw cut limits are established for all access ramp locations and the Engineer shall not be responsible to direct the Contractor’s crews or otherwise serve in this management capacity.

The Contractor shall be responsible to layout the proposed access ramp to comply with the maximum grades indicated on the project plans. Typical construction tolerances to construct the new access ramp shall not apply and maximum grades indicated on the project plans shall not be exceeded. The Contractor shall be responsible to remove and reconstruct access ramps at his own cost if ramps are deemed non-compliant with the project plans and these Technical Provisions.

Where the type of access ramp includes a retaining curb at the back of access ramp to make up for a difference in elevation between the existing grade and access ramp grade, the construction of said retaining curb shall be considered as part of the access ramp work.

The access ramp construction work shall include all related adjustments of pull boxes, pull box covers, and protection of traffic signal poles and signs that fall within the proposed access ramp construction limits.

Special Note To Contractor:

Prior to constructing a curb ramp where physical site constraints do not allow the access ramp construction to fully meet the requirements/standard plans as indicated on the project plans, the Contractor shall so notify the Engineer for direction in advance of construction.

See City Standard ST-14 notes for additional requirements.

Curb ramp (modified) shall be per above, except concrete spandrel shall be sawcut 6" from curb face and minimum asphalt replacement will be required if any.

See City Standard ST-14 notes for additional requirements.

Driveways, approach, alley intersection, spandrels and cross gutters construction shall include removal and disposal of interfering structures, objects and soil.

Removal, disposal and construction of adjacent 2-feet wide hot mix asphalt paving (C2 PG64- 10) over 6-inch thick C.A.B. shall be included.

Pavers or Brickwork. At the locations where pavers or brickwork exist, no additional compensation will be made for reinstallation. Should pavers or brickwork be damaged during removal, the replacement shall match existing.

TP-8
The Contractor shall regrade the area at the back of sidewalk where the new sidewalk is constructed at a different grade than existing sidewalk. The graded area shall have a maximum slope of 3:1 and 2% in City parkways. Fill material, if required, for this grading shall be furnished by the Contractor. All landscaping and irrigation in the graded area shall be repaired .

All existing asphalt concrete ramping adjacent to the new sidewalk shall be removed and disposed of by the Contractor.

Alley intersection and cross gutter construction shall include removal and disposal of interfering structures, objects, and soil.

Removal, disposal and construction of adjacent 2-feet wide hot mix asphalt paving (C2 PG64- 10) over 6-inch thick C.A.B. shall be included.

SECTION 402 – UTILITIES
402-2 PROTECTION. The Contractor shall provide coordination with all utility companies involved and shall provide protection from damage to their facilities. The Contractor shall be responsible for repair or replacement to said facilities made necessary by its failure to provide required protection.

The Contractor shall be solely responsible to check all utility record maps, books, and/or other data in the possession of the CITY, other agencies, and/or all utility companies, and no allowance shall be made for any failure to have done so.

The Contractor shall utilize the services of “Underground Service Alert-Southern California” for utility locating in all public right-of-ways by calling 811 or 1-800-227-2600 at least 48 hours prior to any excavation.

Underground lines that are potentially hazardous such as oil company lines, natural gas mains, and electrical conduits will be carefully located by the owner as provided in the Standard Specifications. The Contractor shall take special precautions in determining the precise location and depth of these structures and coordinate work with the utility to ensure that they will not be damaged by its operations.

SECTION 403 – MANHOLE ADJUSTMENT AND RECONSTRUCTION
403-1 GENERAL. Adjustment of utility access openings shall include all work required to set access frames and covers flush with pavement. Adjustment of utility access openings shall be incidental to the associated item of work, and no additional payment will be made therefore.

SECTION 404 – COLD MILLING
404-1 GENERAL. Payment for cold milling pavement shall be according to the square feet of surface approved for milling irrespective of the actual area milled, the depth of milling, the number of passes required, or the pavement material milled. There will be no compensation for over milling.

The City has investigated the street section and determined that pavement section has variable depths of asphalt and Portland cement concrete pavement, however, any presence of pavement fabric, petromat or irregular material shall be included in the bid item price for "cold milling" and no extra payment shall be made.

Areas of distorted pavement shall also be cold milled to a smooth uniform surface.

COLD MILLED AREAS SHALL NOT REMAIN UNPAVED OVER THE WEEKEND.

TP-9
NOTE: ON LOCAL RESIDENTIAL STREETS, COLD MILLED AREAS SHALL NOT REMAIN UNPAVED OVER MORE THAN TWO DAYS.

PART 6 - TEMPORARY TRAFFIC CONTROL
SECTION 600 - ACCESS
600-1 GENERAL.
600-1.1 Public Convenience and Safety Access. The Contractor shall provide temporary “No Parking” and all other signs which are necessary for the safe and orderly conduct of vehicular traffic as directed by the Engineer and as specified herein. Contractor shall also provide an approval barricaded area in the parking lane for pedestrian traffic during such time as the parkway is unfit to be used for pedestrian traffic.

At such times as driveways are inaccessible due to the Contractor’s work, they shall be blocked by two (2) Class II barricades or one (1) Class II barricade and two (2) delineators. Driveways that are ramped or planked for temporary access shall be provided with a barricade or delineator at each side. The Contractor shall give 24-hour notice to affected property owners prior to blocking any driveway.

The Contractor shall provide access for refuse collection on the regularly scheduled days. He shall also facilitate or assist in the collection where such work is hampered by his operations. 600-1.2 Street Closures, Detours, and Barricades. The Contractor shall not close any street within the City of Gardena without first obtaining the approval of the Engineer. Barricading, traffic control and detour diagrams in connection with street closures shall be submitted by the contractor as required by the Engineer.

The Contractor shall provide and install barricades, delineators, warning devices and construction signs in accordance with the California Manual of Temporary Traffic Controls or W.A.T.C.H. Handbook. During adverse weather or unusual traffic or working conditions additional traffic devices shall be placed as directed by the Engineer. All traffic signs and devices shall also conform to the California Manual of Temporary Traffic Controls or W.A.T.C.H.

Handbook.

The Contractor shall provide and maintain Type II barricades along excavation edges parallel to the flow of traffic at a maximum spacing of twenty-five feet. Type II barricades mounted with flashers shall be installed around work areas in parkways. Type II barricades shall have alternating reflective orange and reflective white stripes at an angle of 45 degrees. The strip width shall be in accordance with Table 5-1 “Barricade Characteristics” “Manual of Traffic Controls for Construction and Maintenance Work Zones”.

During paving operations, barricades may be supplemented with minimum size eighteen-inch high traffic cones and delineators such that spacing between barricades and/or cones or delineators is no greater than twenty feet. Traffic cones and delineators used within State rightof-way shall be a minimum size of twenty-eight inches high. At all access points such as intersecting streets, alleys and driveways, barricades and/or cones shall be provided at five-foot intervals so as to prevent vehicular access to the paving area. Where access from an intersecting street is prohibited, a “Road Closed” sign shall be provided at the nearest prior intersection. “No Left Turn” signs shall be provided wherever required by the Engineer.

TP-10
When one-way access from a side street or alley is permitted, barricades and cones shall be provided at five-foot intervals for a distance of fifty feet on either side of the centerline of the intersecting street, or alley.

Should the Contractor fail to furnish a sufficient number of traffic and/or pedestrian safety devices, the Agency will place such necessary items and the Contractor shall be liable to the Agency for providing such devices in accordance with the following provisions:

1. For placing of barricades: $5.00 per barricade for the first day or any part thereof and $2.00 per barricade, per day, for each day thereafter or any part thereof. For flashers: $2.50 per flasher for the first day or any part thereof and $1.00 per flasher, per day, for each day thereafter or any part thereof. For traffic cones:
$1.00 per cone for each day or any part thereof.

2. In the event that the services of the Agency are required between the hours of 5:00 P.M. and 8:00 A.M., during the normal week or at any time on Saturday, Sunday or a Agency holiday, there shall be an additional charge to the above set forth minimums of $188.00 for each service trip required.

Contractor shall relocate, preserve and maintain the visibility of all existing signs within the project limits which affect the flow of traffic, as directed by the Engineer. Any signs which are damaged or found to be missing during the course of construction shall be replaced by the Contractor at his expense as directed by the Engineer. All other signs that interfere with the course of work and are not necessary for the safe flow of traffic will be removed and replaced by the Agency. Traffic control signs include Stop Signs, Speed Limit, Parking Restrictions and other regulatory signs.

SECTION 601 – TEMPORARY TRAFFIC CONTROL FOR CONSRTUCTION AND

MAINTENANCE WORK ZONES
601-1 GENERAL. A minimum of two (2) lanes (one lane in each direction) shall be maintained at all times for a continuous flow of traffic, except as otherwise approved by the Engineer.

Lane closures shall be allowed between 8:00 A.M. and 4:00 P.M. only. No traveled lane shall be closed overnight without prior City approval. Access to private property shall be maintained at all times.
"Temporary No Parking" signs shall be posted no more than 100 feet apart at least 72 hours prior to work. The signs shall be mounted on either 1” x 2” X 3’ high wood stakes, Type II barricades, or 39-inch high delineators. Signs shall not be posted on trees, traffic signal poles, utility poles, streetlights, or any other street furniture. Signs shall be professionally made of moisture-resistant, heavy duty cardboard or other approved material. "Temporary No Parking" signs shall be maintained by the contractor at all times and shall be approved by the Engineer prior to posting. Cover existing street signs as directed by the Engineer. "Temporary No Parking" signs shall be implemented for one week only (M-F) at a time. Signs shall be removed and reposted each week as needed and approved by the City. Time on posting shall be 8:00 A.M. – 4:30 P.M. or as approved by the City.

DURING PAVING OPERATIONS, THE CONTRACTOR SHALL PROVIDE INDIVIDUALS AND EQUIPMENT DESIGNATED TO PERFORM AND MAINTAIN TRAFFIC CONTROL ONLY. The Contractor shall furnish, place and maintain all temporary traffic control devices required for the safe and orderly flow of vehicular and pedestrian traffic during construction. All Traffic control TP-11
shall conform to the California Manual of Temporary Traffic Controls (California M.U.T.C.D.) or Work Area Traffic Control Handbook (W.A.T.C.H. Handbook).

If traffic control measures are not in conformance with these provisions, the project shall be stopped until conformance is attained to the satisfaction of the Engineer.

At locations where excavations are left open overnight, flashing barricades shall be placed along the excavation at a maximum spacing of 20 feet. A minimum of 3 flashing barricades shall be placed at any one excavation.

Temporary striping will be permitted only on base course and pavement to be overlaid.

Temporary pavement markings to be placed on new asphalt shall be spaced at 25 ft maximum and shall be removable without damage to the new overlay. Method of temporary markings shall be submitted to the Engineer for approval at the preconstruction meeting.

The Contractor shall submit and obtain written approval of traffic control plans from the Engineer five (5) working days prior to implementing.

Temporary lane closures shall be allowed during working hours specified in these Technical Provisions. Temporary lane closures maintained beyond the normal working hours may have a negative economic effect on the local residential, commercial/industrial business, and traveling public. Unless the Contractor secures prior written approval from the Engineer to maintain temporary lane closures beyond the working hours allowed, the Engineer may deduct a fee from a progress payment or bond for each temporary lane closure maintained beyond the allowed working hours. The fee will be accessed at a rate of Five Hundred ($500) per each travel lane per each thirty (30) minute interval, or fraction thereof as required by the Engineer. In no event will work be allowed past 5 p.m.

PART 7 – STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS
SECTION 700 – MATERIALS
700-5 TRAFFIC SIGNAL MATERIALS.
700-5.8 Detectors.
700-5.8.2 Inductive Loop Detectors. Loop detector wire shall be Type 2 and loop detector lead-in cable shall be Type B per Section 86-1.02F of the State of California, Department of Transportation Standard Specifications, and latest edition.

SECTION 701 – CONSTRUCTION
701-13 GENERAL WIRES, CONDUCTORS AND CABLES.
701-13.2 Splices. All conductor splicing shall conform to Section 87 of the Standard Specifications of the State of California, latest edition. All detector loop wire and lead-in cable shall be soldered at every splice or connection.

PART 8 – LANDSCAPING AND IRRIGATION
TP-12
SECTION 801 – INSTALLATION
801-4 PLANTING.
801-4.5 Tree and Shrub Planting. Tree species shall be 24” box (species as noted).

Payment for this item shall include the following:

A. All material and work for planting of the tree.

B. One-year maintenance period. If a tree requires replacement within the one year maintenance period, the new tree shall also have a one year maintenance period from the date of acceptance.

Note: City will tag trees prior to installation. Total maximum distance to tag all trees shall be limited to 80 miles roundtrip and 3 locations. Otherwise, trees shall be brought to the City for approval prior to planting. Rejected trees shall be removed from the job site immediately. 801-4.5.1 Tree Removal. Remove and dispose of existing tree, stump and roots are supplemental provisions to Section 300-1.2 and 300-1.3 of the Standard Specifications. Grind roots minimum of 12" from top of grade. Backfill with select material and prepare for P.C.C. construction or tree replacement where shown.

Prior to removal of any tree, the following must be done:

1. Remove all concrete within 20’ of the tree marked for removal.

2. Schedule City Parks Division to inspect the tree and roots.

3. Get written approval from Parks Division to remove tree.

4. If Parks Division determines the tree can be saved, reduce tree removal item by one. 801-6 MAINTENANCE AND PLANT ESTABLISHMENT. Maintenance period shall be one year and shall commence after work has been completed and approved by the City of Gardena Council.

All trees shall be guaranteed by the contractor for the maintenance period. Contractor liability shall cover cost of labor, equipment and materials to replace trees of similar size during the covered period.

END OF TECHNICAL PROVISIONS

APPENDIX A
City Standards

APPENDIX B
Caltrans Standards

CITY OF GARDENA

STANDARD DRAWINGS

DEPARTMENT
OF

PUBLIC WORKS
Memoranda:
https://cityofgardena.org/city-standards/
City of Gardena Public Works: (310) 217-9568

TABLE OF CONTENTS

CITY OF GARDENA STANDARD DRAWINGS
Preface: All work shall be constructed in conformance with “The Standard Specifications for Public Works Construction” (GREENBOOK) unless otherwise noted and approved by City.

City standards provide information on how to perform work in the public right-of-way. Standards are general guidelines used by Contractors and builders on how to repair, replace, restore, construct and install a structure, facility or system or a portion thereof. City standards are strictly adhered to when doing work in the public right-of-way. Standards help to ensure and maintain a public environment that is safe and conforming to the overall appearance of the City. Standards are routinely enforced by inspections and by Code Enforcement.

Additionally refer to the latest edition of APWA (Standard Plans for Public Works Construction - SPPWC) and Caltrans Access Ramp Standard Plans for details not listed below.

DWG. NO. DESCRIPTION
ST-00 STANDARD ABBREVIATION AND SYMBOLS
ST-1 DRIVEWAY POLICY
ST-2 COMMERICIAL DRIVEWAY, TYPE A
ST-3 COMMERICIAL DRIVEWAY, TYPE B
ST-4 RESIDENTIAL DRIVEWAY
ST-5 CROSS GUTTER
ST-6 RESIDENTIAL SIDEWALK
ST-7 COMMERICIAL SIDEWALK
ST-8 CURB AND GUTTER
ST-9 SCOREMARKS & EXPANSION JOINTS
ST-10 ACCESS OPENING ADJUSTMENT
ST-11 TREE PLANTING (FOR TREE WELLS ONLY)
ST-12 MODIFIED CROSS GUTTER WITH PCC PARKING LANE
ST-13 TRAFFIC CONTROL DEVICE LOCATIONS AT CURB RETURNS
ST-14 CURB RAMP
ST-15 TRENCH/PAVEMENT REPAIR
ST-16 TRAFFIC LOOP DETAIL
ST-17 TRAFFIC LOOP NO EXCAVATION ZONES
ST-18 TRENCH PLATING
ST-19 STREET ASPHALT PATCHING FOR TRENCH EXCAVATION

JN 525 AND 544

BERENDO AVE. (MARINE AVE. - 149TH ST.) SHALL BE COLD
MILLED AND PAVED ON A SATURDAY FROM 10AM TO 4PM AT THE OPTION OF THE CITY. MAY NOT BE REQUIRED IF WORK IS SCHEDULED DURING SCHOOL SUMMER BREAK CLOSURE.

NOTE:

149TH ST. (BERENDO AVE. - VERMONT AVE.) SHALL BE COLD
MILLED AND PAVED ON A SATURDAY FROM 10AM TO 4PM AT THE OPTION OF THE CITY. MAY NOT BE REQUIRED IF WORK IS SCHEDULED DURING SCHOOL SUMMER BREAK CLOSURE.

NOTE:

NOTE:149TH ST. (GRAMERCY PL.-ST. ANDREWS PL.) SHALL
BE SLURRY ON A SATURDAY FROM 10AM TO 4PM AT THE OPTION OF THE CITY. MAY NOT BE REQUIRED IF WORK IS SCHEDULED DURING SCHOOL SUMMER BREAK CLOSURE.

NOTE:HARVARD BLVD. (MARINE AVE.-153RD ST.) AND 153RD
ST. (HARVARD BLVD.-DENKER AVE.) SHALL BE SLURRY ON A SATURDAY FROM 10AM TO 4PM AT THE OPTION OF THE CITY. MAY NOT BE REQUIRED IF WORK IS SCHEDULED DURING SCHOOL SUMMER BREAK CLOSURE.

City of Gardena
Gardena City Council Meeting

AGENDA REPORT SUMMARY
Agenda Item No. 16.B
Section: DEPARTMENTAL

ITEMS - PUBLIC WORKS
Meeting Date: May 13, 2025
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE: PUBLIC HEARING: RESOLUTION NO. 6690: Confirming the Diagram and Assessment contained in the Engineer's Report dated March 24, 2025, for the Gardena Artesia Boulevard Landscape Assessment District and ordering the levy of assessments on the same for Fiscal Year 2025-2026
COUNCIL ACTION REQUIRED:

Staff Recommendation: Conduct Public Hearing; allow each speaker three (3) minutes; and Adopt Resolution 6690
RECOMMENDATION AND STAFF SUMMARY:

Staff respectfully recommends that the City Council adopt Resolution No. 6690 subsequent to holding a hearing to consider any and all protests related to the levy of the proposed annual assessment under the Gardena Artesia Boulevard Assessment District for Fiscal Year 2025- 2026.

On February 11, 2025, the City Council adopted Resolution 6686, directing the City Engineer to prepare and file a report according to the provisions of the "Landscape and Lighting Act of 1972" of the State of California Streets and Highways Code, Division 15, Part 2, for assessments to be levied upon and collected through the said assessment district.

On April 8, 2025, the City Council adopted Resolution No. 6688 approving the Engineer's Report, filed in the office of the City Clerk, and declaring it's intention to levy and collect assessments from the said assessment district for Fiscal Year 2025-2026.

The adoption of this resolution confirms the diagram and assessment contained in the Engineer's Report and constitutes the levy of the assessment that will pay for the service and maintenance costs of landscaping and appurtenant improvements within the median islands on Artesia Boulevard between Western Avenue and Normandie Avenue.

FINANCIAL IMPACT/COST:

Anticipated Revenue: $21,662 for Fiscal Year 2025-2026
Funding Source: Assessment District Funds
ATTACHMENTS:

Artesia Landscaping Distrct Resolution No 6690.pdf
APPROVED:
___________________________________
Clint Osorio, City Manager
1 RESOLUTION NO. 6690

A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF GARDENA, CALIFORNIA, CONFIRMING THE

DIAGRAM AND ASSESSMENT CONTAINED IN THE
ENGINEER'S REPORT DATED MARCH 24, 2025, FOR

THE GARDENA ARTESIA BOULEVARD LANDSCAPING

ASSESSMENT DISTRICT AND ORDERING THE LEVY OF
ASSESSMENTS ON THE SAME FOR FISCAL YEAR 2025-
2026.

WHEREAS, on February 11, 2025 the City Council of the City of Gardena, California, adopted Resolution No. 6686, directing the City Engineer to prepare and file a report according to the provisions of the "Landscaping and Lighting Act of 1972" of the State of California Streets and Highways Code, Division 15, Part 2, for assessments to be levied upon and collected through the Gardena Artesia Boulevard Landscaping Assessment District for Fiscal Year 2025-2026, and;
WHEREAS, the Engineering Report was prepared and was filed in the office of the City Clerk, and;
WHEREAS, on April 8, 2025, the City Council adopted Resolution No. 6688 approving the Engineer’s Report for the Gardena Artesia Boulevard Landscaping Assessment District for Fiscal Year 2025-2026, declaring its intention to levy upon and collect assessments for Fiscal Year 2025-2026, and;
WHEREAS, the City Council scheduled a hearing to consider any and all protests related to the levy of the proposed annual assessment for Tuesday, May 13, 2025, at 7:30 p.m. in the City of Gardena Council Chambers, 1700 West 162nd Street, City of Gardena, California, and;
WHEREAS, on May 13, 2025, the City Council held the duly noticed hearing and considered all protests and comments regarding the assessments

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF GARDENA, CALIFORNIA, DOES HEREBY FIND, DETERMINE, AND RESOLVE, AS FOLLOWS:

SECTION 1. A written majority protest was not filed against the annual levy of the assessment of the Gardena Artesia Boulevard Landscaping Assessment District.

SECTION 2. The adoption of this Resolution confirms the diagram and the assessment contained in the Engineer’s Report and constitutes the levy of the assessment on the Gardena Artesia Boulevard Landscaping Assessment District for Fiscal Year 2025-2026.

SECTION 3. The City Council orders and directs the City Treasurer to establish Docusign Envelope ID: 9BB3C077-6133-456A-988E-EFD2960770BF RESOLUTION NO. 6690
2 a special fund according to the State of California Streets and Highways Code, Division 15, Part 2, for Fiscal Year 2025-2026 entitled, "Gardena Artesia Boulevard Landscaping Assessment District," and place into the fund all payments of assessments received from the County Tax Collector.

SECTION 5. That the City Clerk is ordered to transmit to the County Auditor of Los Angeles County, State of California, a certified copy of the diagram and assessment no later than the third Monday, August 18, 2025.

SECTION 6. That the City Manager, or his authorized agent, is designated as the person for the transmittal of the data processing for the Assessment Roll.

SECTION 7. That this Resolution shall be effective immediately.

BE IT FURTHER RESOLVED that the City Clerk shall certify to the passage and adoption of this Resolution; shall cause the same to be entered among the original Resolutions of said City; and shall make a minute of the passage and adoption thereof in the records of the proceedings of the City Council of said City in the minutes of the meeting at which the same is passed and adopted.

Passed, approved, and adopted this 13 day of _May , 2025.

TASHA CERDA, Mayor
ATTEST:

MINA SEMENZA, City Clerk
APPROVED AS TO FORM:

CARMEN VASQUEZ, City Attorney
Docusign Envelope ID: 9BB3C077-6133-456A-988E-EFD2960770BF City of Gardena
Gardena City Council Meeting

AGENDA REPORT SUMMARY
Agenda Item No. 16.C
Section: DEPARTMENTAL

ITEMS - PUBLIC WORKS
Meeting Date: May 13, 2025
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE: PUBLIC HEARING: RESOLUTION NO. 6691: Confirming the Diagram and Assessment contained in the Engineer's Report dated March 24, 2025, for the Gardena Consolidated Street Lighting Assessment District and ordering the levy of assessments on the same for Fiscal Year 2025-2026
COUNCIL ACTION REQUIRED:

Staff Recommendation: Conduct Public Hearing; allow each speaker three (3) minutes; and Adopt Resolution No. 6691
RECOMMENDATION AND STAFF SUMMARY:

Staff recommends that the City Council adopt Resolution No. 6691 subsequent to holding a Public Hearing to consider any and all protests related to the levy of the proposed annual assessment under the Gardena Consolidated Street Lighting Assessment District for Fiscal Year 2025-2026.

On Feb. 11, 2025, the City Council adopted Resolution No. 6687 directing the City Engineer to prepare and file a report according to the provisions of the "Landscape and Lighting Act of 1972" of the State of California Streets and Highways Code, Division 15, Part 2 for assessments to be levied upon and collected through the said assessment district.

On April 8, 2025, the City Council adopted Resolution No. 6689 approving the Engineer's Report, filed in the office of the City Clerk, and declaring its intention to levy upon and collect assessments from the said assessment district for Fiscal Year 2025-2026.

The adoption of the resolution confirms the diagram and assessment contained in the Engineer's Report and constitutes the levy of the assessment that will pay for all energy, construction and maintenance costs of street lighting, including safety lights that are above traffic signals. These fees are assessed and collected through the Los Angeles County Office of the Assessor and the Los Angeles County Treasurer and Tax Collector and are remitted to the City on a biannual basis.

FINANCIAL IMPACT/COST:

Anticipated Revenue: $936,833.69 for Fiscal Year 2025-2026 Funding Source: Lighting Assessment District Fund
ATTACHMENTS:

Consolidated Street Lighting District Resolution No. 6691.pdf APPROVED:
___________________________________
Clint Osorio, City Manager
1 RESOLUTION NO. 6691

A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF GARDENA, CALIFORNIA, CONFIRMING THE

DIAGRAM AND ASSESSMENT CONTAINED IN THE
ENGINEER'S REPORT DATED MARCH 24, 2025, FOR

THE GARDENA CONSOLIDATED STREET LIGHTING

ASSESSMENT DISTRICT AND ORDERING THE LEVY OF
ASSESSMENTS ON THE SAME FOR FISCAL YEAR 2025-
2026.

WHEREAS, on February 11, 2025, the City Council of the City of Gardena, California, adopted Resolution No. 6687, directing the City Engineer to prepare and file a report according to the provisions of the "Landscaping and Lighting Act of 1972" of the State of California Streets and Highways Code, Division 15, Part 2, for assessments to be levied upon and collected through the Gardena Consolidated Street Lighting Assessment District for Fiscal Year 2025-2026, and;
WHEREAS, the Engineering Report was prepared and was filed in the office of the City Clerk, and;
WHEREAS, on April 8, 2025, the City Council adopted Resolution No. 6689 approving the Engineer’s Report for the Gardena Consolidated Street Lighting Assessment District for Fiscal Year 2025-2026, declaring its intention to levy and collect assessments for Fiscal Year 2025-2026, and;
WHEREAS, the City Council scheduled a hearing to consider any and all protests related to the levy of the annual proposed assessment for Tuesday, May 13, 2025, at 7:30 p.m., in the City of Gardena Council Chambers, 1700 West 162nd Street, City of Gardena, California, and;
WHEREAS, on May 13, 2025, the City Council held the duly noticed hearing and considered all protests and comments regarding the assessments

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF GARDENA, CALIFORNIA, DOES HEREBY FIND, DETERMINE, AND RESOLVE, AS FOLLOWS:

SECTION 1. A written majority protest was not filed against the annual levy of the assessment of the Gardena Consolidated Street Lighting Assessment District.

SECTION 2. The adoption of this Resolution confirms the diagram and the assessment contained in the Engineer’s Report and constitutes the levy of the assessment on the Gardena Consolidated Street Lighting Assessment District for Fiscal Year 2025-2026.

SECTION 3. The City Council orders and directs the City Treasurer to establish Docusign Envelope ID: 3B8AE7DB-81C6-4A2E-92CE-573F08F26A6F RESOLUTION NO. 6691
2 a special fund according to the State of California Streets and Highways Code, Division 15, Part 2, for Fiscal Year 2025-2026 entitled, "Gardena Consolidated Street Lighting Assessment District," and place into the fund all payments of assessments received from the County Tax Collector.

SECTION 4. The City Council orders all payments shall be made out of the special fund and only for the purposes provided for in the State of California Streets and Highways Code, Division 15, Part 2.

SECTION 5. The City Clerk is ordered to transmit to the County Auditor of Los Angeles County, State of California, a certified copy of the diagram and assessment no later than the third Monday, August 18, 2025.

SECTION 6. That the City Manager, or his authorized agent, is designated as the person for the transmittal of the data processing for the Assessment Roll.

SECTION 7. That this Resolution shall be effective immediately.

Passed, approved, and adopted this 13 day of __ May , 2025.

TASHA CERDA, Mayor
ATTEST:

MINA SEMENZA, City Clerk
APPROVED AS TO FORM:

CARMEN VASQUEZ, City Attorney
Docusign Envelope ID: 3B8AE7DB-81C6-4A2E-92CE-573F08F26A6F City of Gardena
Gardena City Council Meeting

AGENDA REPORT SUMMARY
Agenda Item No. 16.D
Section: DEPARTMENTAL

ITEMS - PUBLIC WORKS
Meeting Date: May 13, 2025
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE: Audit for the City's Refuse Hauler, Waste Resources of Gardena COUNCIL ACTION REQUIRED:

Staff Recommendation: Receive and File the Audit for the City's Waste Hauler, Waste Resources of Gardena
RECOMMENDATION AND STAFF SUMMARY:

In July 2022, the City entered into a 10-Year Agreement with the Refuse Hauler, Waste Resources of Gardena (WRG). The Agreement includes a provision that states WRG will reimburse the City for the audit on the waste hauling services for the first 18 months of service and biennially until the end of the term of the Agreement. An audit was conducted by a third party, MSW Consultants, for July 2022 to December 2023. During the audit, there was a thorough review of the compliance in terms of the Agreement, customer service levels, billing, fee payments, receipts, tonnage, complaint log, compliance with mandatory commercial recycling, commercial organics recycling and SB 1383 and verification of diversion rate.

Based on the audit findings, WRG complied with key terms of the Agreement, accurately billed customers, paid the correct fees to the City, reported gross receipts and tonnage to the City, logged all customer complaints, complied with AB 341, AB 1826 and SB 1383 and met the City's waste diversion goals. All vehicles were confirmed to be less than ten years old and by the end of the first year, all route vehicles operated on Compressed Natural Gas. There were no audit findings.

Staff recommends the Council receive and file the audit for July 2022 to December 2023.

FINANCIAL IMPACT/COST:

No financial impact
ATTACHMENTS:

City of Gardena Audit Report for WRG.pdf
APPROVED:
___________________________________
Clint Osorio, City Manager

CITY OF GARDENA

COMPLIANCE AUDIT OF WASTE RESOURCES OF GARDENA

PREPARED BY
APRIL 28, 2025

PAGE INTENTIONALLY LEFT BLANK

COMPLIANCE AUDIT

OF WASTE RESOURCES OF GARDENA

TABLE OF CONTENTS

1. Executive Summary ............................................................................................................................... 1

2. Background and Objectives .................................................................................................................. 2

2.1 Background .................................................................................................................................. 2

2.2 Audit Objectives .......................................................................................................................... 2

2.3 Procedures ................................................................................................................................... 3

3. Confirm Compliance with Key Terms of the Agreement ...................................................................... 4

3.1 Verify that Fleet Meets Requirements of the Agreement........................................................... 4

3.2 Verify Insurance, Performance Bond, and Letter of Credit ......................................................... 5

4. Confirm Customer Service Levels and Billings ...................................................................................... 7

5. Confirm Payments of Fees to the City .................................................................................................. 8

5.1 Confirm Franchise Fee ................................................................................................................. 8

5.2 Confirm AB 939/SB 1383 Regulatory Reimbursement ................................................................ 9

5.3 Confirm Community Event Fee.................................................................................................. 10

6. Confirm Amount of Gross Receipts ..................................................................................................... 11

7. Confirm Tonnage ................................................................................................................................. 12

8. Confirm Customer Complaint Log ....................................................................................................... 13

9. Confirm Compliance with AB 341, AB 1826, and SB 1383 .................................................................. 14

10. Confirm Diversion .......................................................................................................................... 16

10.1 Confirm Recycling Diversion Rate .............................................................................................. 16

10.2 Confirm Construction and Demolition Waste Diversion Rate ................................................... 18 1 of 19 Audit of Waste Resources of Gardena

1. EXECUTIVE SUMMARY
MSW Consultants was selected by the City of Gardena (City) to audit Waste Resources of Gardena (Contractor), the hauler who provides solid waste collection service in the City. In 2022, Waste Resources of Gardena was awarded an exclusive franchise agreement with the City, with the term of the agreement commencing July 1, 2022, and expiring June 30, 2032.

This report describes the background, objectives, procedures, and findings related to our audit of Waste Resources of Gardena.

Summary of Findings
Based on the procedures we performed; we found that Waste Resources of Gardena had:
 Complied with the key terms of the agreement,
 Billed its customers,
 Paid its fees to the City,
 Reported its gross receipts to the City,
 Reported its tonnage to the City,
 Logged all customer’s complaints received,
 Complied with AB 341, AB 1826, and SB 1383, and
 Meet the City’s waste diversion goals.
2 of 19 Audit of Waste Resources of Gardena

2. BACKGROUND AND OBJECTIVES

2.1 Background
Under the provisions of its exclusive franchise agreement with the City, effective March 22, 2022, Waste Resources of Gardena is required to:
 Provide solid waste collection service according to terms of the Agreement.  Provide solid waste collection service at rates that are annually adjusted pursuant to the rate adjustment method set forth in the Agreement.
 Remit to the City all fees outlined in the Agreement.  Contribute one hundred and five thousand dollars ($105,000) each year to the City for use in supporting community events.
 Submit monthly and quarterly reports to the City.
 Undertake certain customer service activities in the City.  Meet the City’s waste diversion goals.

Additionally, per Section 8.2 of the franchise agreement, the City has the right to conduct audits of Waste Resources’ fee payments, operations, and financial records to ensure the Contractor’s compliance with the terms of the Agreement. The City has retained MSW Consultants to conduct a compliance audit of Waste Resources of Gardena. The scope of the audit covered Waste Resources of Gardena’s performance from July 1, 2022, through December 31, 2023.

2.2 Audit Objectives
The objectives of this engagement were to confirm that Waste Resources of Gardena had:
 Complied with key terms of their agreement with the City;  Accurately billed its customers;
 Accurately remitted all required fees to the City;
 Properly reported its gross receipts to the City.
 Properly reported its tonnage to the City.
 Properly logged all complaints received;
 Complied with AB 341, AB 1826, and SB 1383;
 Met the City’s waste diversion goals.
3 of 19 Audit of Waste Resources of Gardena
Based on the objectives above, we found that Waste Resources of Gardena had not complied with the key terms of the agreement and acquired the correct amount of insurance.

2.3 Procedures
Throughout this report, for each of the steps performed in our audit, we have described the background, objective, procedures, and our findings. These procedures were agreed to by the City, and the City is responsible for their sufficiency. This report is intended solely for use by the City and should not be used by those who have not agreed to the procedures and taken responsibility for the sufficiency of the procedures for their purposes. 4 of 19 Audit of Waste Resources of Gardena

3. CONFIRM COMPLIANCE WITH KEY TERMS OF THE AGREEMENT

3.1 Verify that Fleet Meets Requirements of the Agreement Background
Section 4.5.3 of the franchise agreement sets standards for the fleet of vehicles to be used for collection services in the City. These fleet vehicle standards include:
 Maintaining a fleet with no vehicle older than ten (10) years;  By the end of the first year of service, operating all route vehicles with either renewable natural gas (RNG), compressed natural gas (CNG), liquified natural gas (LNG), or electric energy;
 Continually maintaining vehicles to ensure each vehicle is operating properly; and,  Re-painting each vehicle every 5 years, or within thirty (30) days of City notice if more painting is necessary to maintain the fleet’s appearance.  Not loading vehicles in excess of the manufacturer’s recommendations, or limitations imposed by State or local weight restrictions. The Gross Vehicle Weight Rating (GVWR) is the maximum amount of weight each vehicle can legally carry.

Each fleet operator is assigned a BASIC Score by the Federal Motor Carier Safety Administration (FMCSA). The BASIC score is a score developed by the FMCSA to measure a motor carrier’s safety and performance and compliance relative to other carriers.

The BASICs score is based on of seven metrics:
 Unsafe driving
 Crash indicator
 Hours of service compliance
 Vehicle maintenance
 Controlled substance/ alcohol
 Hazardous materials compliance
 Driver fitness.

Objectives
Confirm that Waste Resources’ fleet is in compliance with the terms of the agreement, and to evaluate the company’s BASIC score.
5 of 19 Audit of Waste Resources of Gardena
Procedures
 We reviewed the fleet of trucks that Waste Resources uses in the City to verify that the fleet meets the requirements of the Agreement. We noted the quantity, body type, fuel type, year, and condition of each vehicle used in the City.  We obtained downloads of all landfill and processing facility transactions from Waste Resources and sorted them by total weight. We compared the total weight to each vehicle’s Gross Vehicle Weight Rating (GVWR). We prepared a list of any vehicle loads over the legal weight limit.
 We obtained and reviewed Waste Resources’ BASIC (Behavior Analysis and Safety Improvement Categories) scores to confirm that their drivers received satisfactory ratings. We noted any discrepancies and reviewed them with Waste Resources.

Findings
Based on our procedures, we found that:
 All vehicles were fewer than ten years old.
 By the end of the first year of service, all route vehicles operated on CNG.  Continually maintained vehicles to ensure they were operating properly.  Repainted its vehicles at least every five years.
 The company did not overload vehicles.
 The FMCSA assigned Waste Resources a BASIC safety score of 0.00 which indicates the best performance.

3.2 Verify Insurance, Performance Bond, and Letter of Credit Background
Sections 9.4, 9.5, and 9.6 of the agreement require Waste Resources to obtain and maintain insurance, performance bond, and letter of credit in relation to the services they provide.

Minimum insurance coverage limits which must be maintained through the term of the agreement include:
 Comprehensive General Liability - Five million dollars ($5,000,000) combined single limit per occurrence for bodily injury, personal injury and property damage;  Automobile Liability - Five million dollars ($5,000,000) combined single limit per accident for bodily injury and property damage;
 Environmental/ Pollution Liability – Five million dollars ($5,000,000) per loss and annual aggregate applicable to bodily injury; property damage and cleanup costs. 6 of 19 Audit of Waste Resources of Gardena
 Technology Professional Liability Errors and Omissions Insurance - Two million dollars ($2,000,000) per occurrence;
 Workers' Compensation and Employers Liability - limits as required by the Labor Code of the State of California and Employers Liability limits of one million dollars ($1,000,000) per accident
Additionally, the Contractor must furnish and maintain:
 A performance bond of six hundred thousand dollars ($600,000); and,  An irrevocable letter of credit of six hundred thousand dollars ($600,000).

Objective
Ensure that Waste Resources holds the insurance coverage, performance bond, and letter of credit required by the agreement.

Procedures
 We requested copies of the most recent renewals of these documents and reviewed them to verify they met the requirements in the Agreement.

Findings
Based on our procedures, we found that:
 The company did have general liability coverage with the appropriate limits.  The company did have automobile liability coverage with the appropriate limits.  The company did have Environmental Liability insurance coverage with the appropriate limits.
 The company did have technology professional liability errors and omission insurance.
7 of 19 Audit of Waste Resources of Gardena

4. CONFIRM CUSTOMER SERVICE LEVELS AND BILLINGS
Background
Exhibit 1 of the Agreement sets forth the maximum service rates for residential, commercial, and industrial customers that Waste Resources is allowed to charge.

Objective
Confirm that Waste Resources had billed only up to the maximum rates allowed pursuant to the agreement.

Procedures
The procedures were performed in two phases:

Phase 1:
 We obtained an electronic download of Waste Resources’ entire list of residential, commercial, and industrial customers with recurring charges which included each customer’s name, service address, number and sizes of containers, and type of service.  We compared the current rates actually charged to customers to the current approved rates.
 We sorted and analyzed all the service information and checked for any exceptions.

We reviewed the billing information to summarize the information to a statistically representative sample of the companies’ customers.
 We reviewed the periodic timing of the franchise hauler’s single family, commercial, and industrial billings and identified any inconsistencies in the data.

Phase 2:
 We selected a statistically representative sample of multi-family and commercial customers, and visited each selected location, and compared the actual size and number of bins to those shown in Waste Resources of Gardena’ billing system. We took photographs of the containers at the service location and obtained explanations for any exceptions to the service described in the data.

Findings
We found that Waste Resources of Gardena had accurately billed their customers. 8 of 19 Audit of Waste Resources of Gardena

5. CONFIRM PAYMENTS OF FEES TO THE CITY

5.1 Confirm Franchise Fee
Background
Section 3.1 of the agreement requires that Waste Resources of Gardena pay the City quarterly franchise fees equal to ten percent (10%) of gross revenue from services provided to residential premises and twelve (12%) of gross revenue from all other services provided for the City.

Objective
Confirm that Waste Resources properly paid its franchise fees to the City.

Procedures
 We obtained from the City copies of the quarterly statements that accompanied Waste Resources of Gardena’ fee payments and reviewed them for accuracy.  We ensured that Waste Resources’ gross receipts were accurately calculated by visiting Waste Resources’ office and comparing the reported gross revenues to supporting cash receipt reports from the company’s internal accounting systems.  We conducted false exclusion testing to ensure that Waste Resources had included all of its gross receipts in the amounts reported to the City.  We also compiled a list of streets in each service area and ran queries on those street names in Waste Resources’ billing system to ensure gross receipts from all customers on those streets are included in the gross receipts reported to the City.  We evaluated the Contractor’s method used to segregate payments from customers in Gardena from those from customers in other jurisdictions. This was one through two execution tests:
o We selected a sample of customers located in the City from the company’s billing system. We traced their payments to the cash receipts reports that supported the company’s franchise fees.
o We selected a sample of residential and commercial customers in the City from a review of Google Maps. We ensured that those customers were included in the amounts on which the franchise fees were based.

Findings
We found that Waste Resources of Gardena had remitted their franchise fees to the City in accordance with the agreement.
9 of 19 Audit of Waste Resources of Gardena

5.2 Confirm AB 939/SB 1383 Regulatory Reimbursement
Background
Section 3.2 of the Agreement requires that Waste Resources pay AB 939/SB 1383 Regulatory reimbursement to the City quarterly equal to one and a half percent (1.5%) of the gross revenue from services provided to customers in the City.

Objective
Confirm that Waste Resources properly paid their AB 939/ SB 1383 Regulatory Reimbursement.

Findings
We found that Waste Resources had paid their AB 939/ SB 1383 fees to the City in accordance with the agreement. Table 1 below and Table 2 on the following page shows the amounts of fees due based on our findings.

Table 1 - Franchise Fee and AB 939/SB 1383 Payments 2022 D e scription F ranchise F ee
P ayme nts
AB 939/S B 1383
F e e sP ayme nts
Adjustments T o tal F ee s
Amount D ue $697,116 $87,295 $0 $784,411
Amount P aid $697,116 $87,295 $0 $784,411
O ver/(Under) P aid 0 0 0 0
10 of 19 Audit of Waste Resources of Gardena
Table 2 - Franchise Fee and AB 939/SB 1383 Payments 2023

5.3 Confirm Community Event Fee
Background
Section 3.3 of the Agreement requires that Waste Resources pay other fees to the City on December 30th for each year of the term of the Agreement in the amount of one-hundred and five thousand dollars ($105,000) for supporting community events.

Objective
Confirm that the City received payment of the annual Community Event Fee.

Procedures
 We obtained confirmation from the City that this payment was received.

Findings
We found that Waste Resources of Gardena had submitted payments of the Community Event Fee accurately and on time.

D escription
F ranchise F e e
P ayments
AB 939/S B 1383
F ee sP ayme nts Adjustments T o tal F e es
Amount D ue $1,827,403 $237,979 $9,412 $2,074,793
Amount P aid $1,827,403 $237,979 $9,412 $2,074,793
O ver/(Under) P aid 0 0 0 0
11 of 19 Audit of Waste Resources of Gardena

6. CONFIRM AMOUNT OF GROSS RECEIPTS
Background
Sections 8.3.2 and 8.3.3 of the Agreement requires Waste Resources to submit reports of the gross receipts by sector (residential, commercial, and roll-off).

Objective
Confirm that the reports on gross receipts are accurate.

Procedures
We performed these procedures in conjunction with the work described above in section 5.  We obtained from the City copies of the month and quarterly statements of gross receipts and reviewed them for accuracy.
 We ensured that Waste Resources’ gross receipts were accurately calculated using the same procedures as described above in our review of franchise fees.

Findings
We found that Waste Resources of Gardena had submitted accurately calculated reports of their gross receipts, however the annual report shows the gross receipts and quarterly fees submitted to the City shows gross revenue collected for that time period. 12 of 19 Audit of Waste Resources of Gardena

7. CONFIRM TONNAGE
Background
Sections 8.3.2 and 8.3.3 of the Agreement requires the Waste Resources to submit monthly reports to the City that include the type and quantity of materials collected in the City.

Objective
Verify Waste Resources’ monthly and quarterly reports are accurate. Confirm whether the monthly tonnage and diversion reports are reasonable and accurate.

Procedures
 We performed detailed testing of Waste Resources’ tonnage tracking system.  We compared Waste Resources’ reported amounts to individual weight tickets for various disposal facilities.
 We selected a statistically representative sample of single family and commercial customers from all of the jurisdictions served by Waste Resources. Based on this sample, we determined if the allocation of tonnage assigned to the City was reasonable and accurate.
 We evaluated the amounts for reasonableness by calculating standard industry ratios (lbs. per home, lbs. per cubic yard, etc.), and comparing them to industry averages.  We obtained explanations for any exceptions to the reports from Waste Resources.

Findings
We found that Waste Resources of Gardena had submitted accurate monthly tonnage reports.
13 of 19 Audit of Waste Resources of Gardena

8. CONFIRM CUSTOMER COMPLAINT LOG
Background
Section 5.2.2 of the agreement requires Waste Resources to log all complaints received by telephone. The Contractor’s complaint log shall include the date and time the complaint was received, name, address, and telephone number of caller, description of complaint, employee recording complaint and the action taken by Waste Resources to respond to and remedy complaint.

Objective
Verify that all complaint calls have been properly recorded and documented in the complaint log in accordance with the Agreement.

Procedures
 We reviewed Waste Resources’ customer complaint log to verify that all calls were recorded and documented in accordance with the Agreement. o The information reviewed included the nature of the complaint, frequency of and type of complaint, timing of resolution, and customer satisfaction with resolution method.
 We compared the incident rate of complaints to other waste collection companies with which we are familiar.
 We obtained explanations for any unusual levels or trends in customer complaints from Waste Resources.

Findings
We found that Waste Resources of Gardena had maintained a complaint log that sufficiently record complaints received in accordance with the Agreement. 14 of 19 Audit of Waste Resources of Gardena

9. CONFIRM COMPLIANCE WITH AB341,AB1826, AND SB1383
Background
AB 341, AB 1826, and SB 1383 are mandatory recycling and organic waste laws in California which require haulers to provide source-separated collection of recycling and organic waste for customers to be in compliance.

AB 341 requires all ‘covered’ businesses and multi-family complexes to recycle their ‘dry recyclables’ such as cardboard, plastics, glass, and metals.

Under AB 341:
 A business is considered ‘covered’ if it generates four (4) or more cubic yards per week of refuse (excluding recyclables and organics).
 A multi-family complex is considered ‘covered’ if it has five (5) or more dwelling units, regardless of the amount of waste it generates.

AB 1826 requires all ‘covered’ businesses and multi-family complexes in the State to recycle their organic waste.

Under AB 1826:
 A business is considered ‘covered’ if it generates four (4) or more cubic yards per week of solid waste (the combination of refuse, recyclables, and organic waste)- unlike AB 341, in which only refuse counts toward the four (4) cubic yard threshold.  A multi-family complex is considered ‘covered’ if it has both, five (5) or more dwelling units, and four (4) or more cubic yards per week of solid waste.

SB 1383 became effective after AB 341 and AB 1826 and requires a three-stream sourceseparated collection system (refuse, recycling, and organic waste) for all commercial businesses, including multi-family premises of five (5) units or more- which overrides the limits of customers ‘covered’ previously in place by AB 341 and AB 1826. Despite SB 1383’s more stringent requirements, CalRecycle continues to require jurisdictions to report on customers subject to AB 341 and AB 1826 in addition to reporting required by SB 1383. Section 8.2.1 of the franchise agreement states that the Contractor will make records available to assist the City with fulfilling its obligations under Applicable Law which includes, but is not limited to, AB 939, AB 341, AB 1826, AB 901, SB 1383.

The reports described above include information about how many customers are enrolled in services needed for compliance. Sections 4.2.4 and 4.3.5 of the Agreement require Waste Resources to provide mandatory source-separated recycling and organic waste programs for commercial and multi-unit residential premises in accordance with these laws. 15 of 19 Audit of Waste Resources of Gardena
Objective
Review Waste Resources’ performance regarding compliance with AB 341, AB 1826, and SB 1383.

Procedures
 We will download and review a list of Waste Resources’ commercial and multi-unit residential premises customers in the City.
o AB 341:
 From the customer data, we identified which commercial and multifamily residential customers are subject to AB 341 and were mandated to participate in recycling service (i.e., customers with either four (4) or more cubic yards per week or five (5) or more dwelling units).  We determined which of these customers were recycling, and which were not in compliance with AB 341.
 We reviewed documents that support Waste Resources’ efforts to reach out to customers not in compliance with AB 341.
o AB 1826:
 From the customer data, we identified which customers are subject to AB 1826 (mandatory organics recycling).
 We reviewed correspondence between the City and Waste Resources regarding AB 1826 compliance.
 We discussed with Waste Resources how they determined which of their multi-family customers generates more than two (2) cubic yards of solid waste generated by covered customers and assessed the reasonableness of Waste Resources’ determination.
 SB 1383: We reviewed Waste Resources’ collection and subscription report to confirm compliance with SB 1383. We identified which of these customers are recycling, and which are not in compliance with SB 1383.

Findings
We found that Waste Resources provided adequate and detailed support for the number of ‘covered’ customers it reported to the City. The number of customers subject to AB 341, AB 1826, and SB 1383 that received recycling and organic waste services from Waste Resources accurately matches our findings from the customer data. 16 of 19 Audit of Waste Resources of Gardena

10. CONFIRM DIVERSION

10.1 Confirm Recycling Diversion Rate
Background
Section 4.2.6 of the Agreement requires Waste Resources to divert from landfilling a minimum of 27% of all solid waste it collects under the Agreement annually for the twelve (12) months ending on December 31 of each calendar year during the term of the agreement.

Waste Resources shall also recycle or divert from landfilling sufficient waste to ensure that the City meets the current AB 939 requirements for diversion. Waste Resources shall only be considered to have met this requirement under the Agreement if the City’s annual report to CalRecycle shows a greater than 50% diversion rate and if the CalRecycle approves the City's reports as having a greater than 50% diversion rate in connection with efforts to meet City's AB 939 diversion goals.

Objective
Confirm that Waste Resources diverted sufficient waste to ensure that the City met their diversion requirement for the City and their State-mandated diversion rate requirement under AB 939.

Procedures
 We interviewed Waste Resources’ staff to gain an understanding of the company’s tonnage tracking procedures.
 We obtained copies of the monthly and quarterly tonnage reports Waste Resources is required to submit to the City.
 We evaluated the tonnage amounts for reasonableness by calculating standard industry ratios (lbs. per home, lbs. per cubic yard, etc.), and comparing them to industry averages.
 We performed detailed testing of Waste Resources’ tonnage tracking system.  We vouched Waste Resources’ reported tonnage amounts to individual weight tickets for various waste transfer and processing facilities.
 We reviewed and tested Waste Resources’ method for calculating its diversion rate.

We noted any discrepancies and reviewed our findings with staff from Waste Resources to obtain their feedback.

Findings
We found that Waste Resources’ reported diversion rate was calculated correctly. Waste Resources diverted the minimum percentages required by the City and CalRecycle. 17 of 19 Audit of Waste Resources of Gardena
Table 3 and Table 4 below shows the total amount of waste generated in the City, the amount that was landfilled, and the amount that was diverted. Also, Table 5 and Table 6 below shows the CalRecycle Jurisdiction Diversion Rate for the City.

Table 3 WRI Diversion for 2022 (July-Dec.)
Table 4 WRI Diversion for 2023
Description
Total
Citywide
Tons
Percent of
Total
Waste Generated 32,813 100%
Waste Landfilled 21,480 65%
Waste Diverted 11,333 35%
Description
Total
Citywide
Tons
Percent of
Total
Waste Generated 67,424 100%
Waste Landfilled 48,326 72%
Waste Diverted 19,098 28%
18 of 19 Audit of Waste Resources of Gardena
Table 5 CalRecycle Diversion Rate for 2022
Table 6 CalRecycle Diversion Rate for 2023

10.2Confirm Construction and Demolition Waste Diversion Rate Background
Section 4.2.6 of the Agreement requires Waste Resources to divert from the landfill the greater of either sixty-five percent (65%) set by Section 5.408 of the 2022 California Green Building Standards Code (CALGreen), or the State mandated construction and demolition diversion percentage, of all construction and demolition debris tons that are generated by covered projects in the City.

Description 2022
Total Generation Per Capita 16
Total Landfilled Per Capita 6.80
Total Diversion Per Capita 9.20
Diversion as Percent of Total
(Diversion Rate)
57%
Description 2023
Total Generation Per Capita 16
Total Landfilled Per Capita 8.00
Total Diversion Per Capita 8.00
Diversion as Percent of Total
(Diversion Rate)
50%
19 of 19 Audit of Waste Resources of Gardena
Objective
Confirm that Waste Resources has diverted at least 65% of C&D from being landfilled.

Procedures
 We obtained tonnage tracking reports and a sample of weight tickets from Waste Resources.
 We performed detailed testing of Waste Resource’s tonnage tracking system.  We confirmed the approved diversion rate for each C&D facility to which Waste Resources delivered tons.
 We obtained explanations for any exceptions in tonnage from Waste Resources.  We revised the number of tons reported to the City if necessary.

Findings
We found that Waste Resources diverted a sufficient amount of C&D material to ensure the City meets the California Building Standards Code diversion rate of 65%.

Table 7 and Table 8 below shows the diversion rate achieved for C&D material.

Table 7 - C&D Diversion For 2022 (July – December)
Tons
Collected
Tons
Landfilled
Tons
Diverted
Diversion
Rate
4779 356 4423 93%
Table 8 - C&D Diversion For 2023
Tons
Collected
Tons
Landfilled
Tons
Diverted
Diversion
Rate
3203 0 3203 100%
City of Gardena
Gardena City Council Meeting

AGENDA REPORT SUMMARY
Agenda Item No. 16.E
Section: DEPARTMENTAL

ITEMS - PUBLIC WORKS
Meeting Date: May 13, 2025
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE: Award Sidewalk Trip Hazard Removal Contract for the Pedestrian Safety Project FY 2024-2025, JN 545, to Southern California Precision Concrete Inc. in the Amount of $147,693.24, approve 10% construction contingency, and Declare California Environmental Quality Act (CEQA) Exemption.

COUNCIL ACTION REQUIRED:

Staff Recommendations:

Award Construction Contract
Approve Construction Contingency
Declare CEQA Exemption
RECOMMENDATION AND STAFF SUMMARY:

There are approximately 113 center miles of roads and 226 miles of sidewalk in the City which are one of our most valuable assets. It is the City's priority to keep this infrastructure in excellent and safe condition for the residents to enjoy. The purpose of this program is to be proactive in preventative sidewalk maintenance and develop a program to minimize trip hazards and falls and meet ADA compliance. The program will also reduce the need for removal and replacement of sidewalk which is significantly more costly.

In FY 2023-2024, Southern California Precision Concrete Inc. removed 1,109 sidewalk trip hazards located within Zone 2 by cutting approximately 7,074 linear feet of lifted sidewalk.

Trip hazards removed were between 5/8 inch to 2-3/4 inches and feathered back to ADA standards to create a safe walkway. The contractor is capable of shaving approximately 150 sidewalk locations per day, averaging about 15 minutes per location depending on the severity of the lift. Sidewalk uplifts exceeding 2-3/4 inches were fully replaced during the removal and replacement Phase II. The FY 2024-2025 project will follow the same methodology.

Staff recommends the City piggy-back on the Pedestrian Safety Improvements FY 2023-2024 Sidewalk Trip Hazard Removal contract, JN 527, (See Appendix A), as the contractor agreed to honor the same rate of $34.95/inch foot. This recommendation aligns with Gardena’s Cooperative Purchasing Policy APP-2018-003, Section (B). The City will piggyback this rate, not exceeding $147,693.24, to remove 1434 trip hazards located in Zone 3 (Appendix B). The Annual Pedestrian Safety Project budget is to be divided between the Sidewalk Trip Hazard Removal Phase and the future Sidewalk Reconstruction Phase.

Staff respectfully recommends that City Council award the contract for the Pedestrian Safety Improvement FY 2024-2025 - Sidewalk Trip Hazard Removal, JN 545, to Precision Concrete Inc. (Appendix E) in the amount of $147,693.24 and additionally:

Approve 10% on the construction award amount, $14,769.32 to be utilized for construction contingency.

Declare this project to be categorically exempt under the CEQA Article 19, Section 15301, Class 1 (c), as rehabilitation of existing facilities (Appendix D).

FINANCIAL IMPACT/COST:

Source of Funds
JN 545, Measure M $400,000.00
JN 545, SB 821 $61,421.00
Total $461,421.00
Estimated Expenditures
Sidewalk Trip Hazard Removal Phase Construction Contract Award
$147,693.24
10% Construction Contingency $14,769.32
5% Job Cost (Staff Administration) $7,384.66
Sidewalk Reconstruction Phase Budget $291,573.78
Total $461,421.00
ATTACHMENTS:

Appendix_A-_JN 527 Ped Safety Improvements FY 2023-2024_SIdewalk Trip Hazard Removal.pdf Appendix_B-_JN545_Project Location Map_Zone 3.pdf
Appendix_B-_JN 545_List of Locations_Zone 3.pdf
Appendix_C-_JN 545 Precession Concrete Pricing.pdf
Appendix_D-_JN 545 CEQA NOE.pdf
Appendix_E-_JN 545 Ped Safety Improvement FY 2024-2025 Trip Hazard Removal Contract.pdf APPROVED:
___________________________________
Clint Osorio, City Manager

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 144th Place Raymond to End 1215 144th 2025-03-05 0.5 0.125 4 X 4 4 162 144th Place Raymond to End 1215 144th 2025-03-05 0.625 0.125 4 X 4 4 163 144th Place Raymond to End 1215 144th 2025-03-05 0.75 0.125 4 X 4 4 164 144th Place Raymond to End 1215 144th 2025-03-05 0 0 0 X 0 0 5 144th Place Raymond to End 1215 144th 2025-03-05 0.5 0.125 4 X 4 4 166 144th Place Raymond to End 1219 144th 2025-03-05 0 0 0 X 0 0 7 144th Place Raymond to End 1219 144th 2025-03-05 1.125 0.375 4 X 4 4 168 144th Place Raymond to End 1231 144th 2025-03-05 0.375 0.25 4 X 4 4 169 144th Place Raymond to End 1235 144th 2025-03-05 0.5 0.125 4 X 4 4 16 10 144th Place Raymond to End 1243 144th 2025-03-05 0.5 0.25 4 X 4 4 1611 144th Place Raymond to End 1247 144th 2025-03-05 0.75 0.25 4.5 X 4 4 1612 144th Place Raymond to End 1247 144th 2025-03-05 0.5 0.125 4 X 4 4 1613 144th Place Raymond to End 1247 144th 2025-03-05 0.5 0.25 4 X 4 4 16 Cell Totals 2 45 11 176

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
144th Place

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 144th Pl - Raymond Ave to End - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 144th Street Denker Western 14335 Denker Ave on 144th St 2025-02-28 0.875 0.125 6 X 6 6 362 144th Street Denker Western 14335 Denker Ave on 144th St 2025-02-28 0 0 0 X 10 10 1003 144th Street Denker Western 14335 Denker Ave on 144th St 2025-02-28 0.625 0.25 5 X 5 5 254 144th Street Denker Western 14335 Denker Ave on 144th St 2025-02-28 0.625 0.125 5 X 5 5 255 144th Street Denker Western 14335 Denker Ave on 144th St 2025-02-28 0.875 0.75 6 X 6 6 366 144th Street Denker Western 14335 Denker Ave on 144th St 2025-02-28 0 0 0 X 10 10 1007 144th Street Denker Western 14335 Denker Ave on 144th St 2025-02-28 1.375 0.5 5 X 5 5 258 144th Street Denker Western 14335 Denker Ave on 144th St 2025-02-28 0.5 0.25 5 X 5 5 259 144th Street Denker Western 14335 Denker Ave on 144th St 2025-02-28 0 0 0 X 5 10 50 10 144th Street Denker Western 1625 W 144th St 2025-02-28 0.5 0.375 5 X 5 5 2511 144th Street Denker Western 1625 W 144th St 2025-02-28 1 0.25 5 X 5 5 2512 144th Street Denker Western 1625 W 144th St 2025-02-28 0.75 0.125 5 X 5 5 2513 144th Street Denker Western 1625 W 144th St 2025-02-28 0.625 0.125 5 X 5 5 2514 144th Street Denker Western 1629 W 144th St 2025-02-28 0.75 0.125 5 X 5 5 2515 144th Street Denker Western 1629 W 144th St 2025-02-28 0 0 0 X 5 20 10016 144th Street Denker Western 1701 W 144th St 2025-02-28 1.75 0.5 5 X 5 5 2517 144th Street Denker Western 1701 W 144th St 2025-02-28 0.75 0.625 5 X 5 5 2518 144th Street Denker Western 1745 W 144th St 2025-02-28 1.25 0.5 4.5 X 5 5 2519 144th Street Denker Western 1745 W 144th St 2025-02-28 0 0 0 X X 4 8 3220 144th Street Denker Western 1738 W 144th St 2025-02-28 0.75 0.375 5 X 5 5 2521 144th Street Denker Western 1734 W 144th St 2025-02-28 1 0.25 5 X 5 5 2522 144th Street Denker Western 1730 W 144th St 2025-02-28 0.625 0.25 7 X 7 7 4923 144th Street Denker Western 1724 W 144th St 2025-02-28 0.5 0.125 4 X 4 4 1624 144th Street Denker Western 1628 W 144th St 2025-02-28 0 0 0 X 12 24 28825 144th Street Denker Western 1628 W 144th St 2025-02-28 1.5 1.125 7 X 7 7 4926 144th Street Denker Western 1620 W 144th St 2025-02-28 1 0.625 8 X 8 8 6427 144th Street Denker Western 1616 W 144th St, L-Cut 2025-02-28 0.875 0.5 24 X 8 24 19228 144th Street Denker Western 14407 Denker Ave on 144th St, L-Cut 2025-02-28 1 0.5 13 X 8 16 128 Cell Totals 1 145 6 22 1,590

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
144th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 144th St - Denker Ave to Western Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 144th Street Raymond Budlong 1246 W 144th St 2025-03-05 0.375 0.125 5 X 5 5 252 144th Street Raymond Budlong 1246 W 144th St 2025-03-05 0.375 0.25 4 X 4 4 163 144th Street Raymond Budlong 1246 W 144th St 2025-03-05 0.375 0.375 4 X 4 4 164 144th Street Raymond Budlong 1230 W 144th St 2025-03-05 0.375 0.125 4 X 4 4 165 144th Street Raymond Budlong 1226 W 144th St 2025-03-05 0.75 0.625 4 X 4 4 166 144th Street Raymond Budlong 1222 W 144th St 2025-03-05 0.75 0.375 4 X 4 4 167 144th Street Raymond Budlong 1222 W 144th St 2025-03-05 0.375 0.125 4 X 4 4 168 144th Street Raymond Budlong 1222 W 144th St 2025-03-05 0.625 0.125 4 X 4 4 169 144th Street Raymond Budlong 1218 W 144th St 2025-03-05 0.375 0.125 4 X 4 4 16 10 144th Street Raymond Budlong 1218 W 144th St 2025-03-05 0.375 0.25 4 X 4 4 1611 144th Street Raymond Budlong 1218 W 144th St 2025-03-05 0.5 0.125 4 X 4 4 1612 144th Street Raymond Budlong 1214 W 144th St 2025-03-05 0.875 0.5 4 X 4 4 1613 144th Street Raymond Budlong 1214 W 144th St 2025-03-05 1 0.75 4 X 4 4 1614 144th Street Raymond Budlong 1210 W 144th St 2025-03-05 0.75 0.5 4 X 4 4 1615 144th Street Raymond Budlong 1206 W 144th St 2025-03-05 0.75 0.375 4 X 4 4 1616 144th Street Raymond Budlong 1203 W 144th St 2025-03-05 0.625 0.125 4 X 4 4 1617 144th Street Raymond Budlong 1207 W 144th St 2025-03-05 0.75 0.25 4 X 4 4 1618 144th Street Raymond Budlong 1207 W 144th St 2025-03-05 0.75 0.375 4 X 4 4 1619 144th Street Raymond Budlong 1211 W 144th St 2025-03-05 0.5 0.125 4 X 4 4 1620 144th Street Raymond Budlong 1211 W 144th St 2025-03-05 0.375 0.375 4 X 4 4 1621 144th Street Raymond Budlong 1215 W 144th St 2025-03-05 0.5 0.25 4 X 4 4 1622 144th Street Raymond Budlong 1215 W 144th St 2025-03-05 0 0 0 X 0 0 23 144th Street Raymond Budlong 1219 W 144th St 2025-03-05 0.375 0.375 4 X 4 4 1624 144th Street Raymond Budlong 1219 W 144th St 2025-03-05 0.75 0.125 4 X 4 4 1625 144th Street Raymond Budlong 1223 W 144th St 2025-03-05 0.75 0.75 4 X 4 4 1626 144th Street Raymond Budlong 1231 W 144th St 2025-03-05 0.5 0.5 4 X 4 4 1627 144th Street Raymond Budlong 1235 W 144th St 2025-03-05 0.75 0.5 4 X 4 4 1628 144th Street Raymond Budlong 1243 W 144th St 2025-03-05 0.625 0.375 4 X 4 4 1629 144th Street Raymond Budlong 1247 W 144th St 2025-03-05 0.75 0.125 4 X 4 4 1630 144th Street Raymond Budlong 1247 W 144th St, L-Cut 2025-03-05 0.5 0.375 8 X 4 4 16 Cell Totals 1 121 29 473

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
144th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 144th St - Raymond Ave to Budlong Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 145th Place Normandie to End 14520 S Normandie Ave on 145th St 2025-03-05 0.375 0.25 8 X 5 5 252 145th Place Normandie to End 14520 S Normandie Ave on 145th St, L-Cut 2025-03-05 0.375 0.25 9 X 5 5 253 145th Place Normandie to End 14520 S Normandie Ave on 145th St 2025-03-05 0.5 0.25 5 X 5 5 254 145th Place Normandie to End 14520 S Normandie Ave on 145th St 2025-03-05 1 0.875 4 X 4 4 165 145th Place Normandie to End 1354 W 145th 2025-03-05 0.5 0.5 4 X 4 4 166 145th Place Normandie to End 1354 W 145th 2025-03-05 0.5 0.5 4 X 4 4 167 145th Place Normandie to End 1350 W 145th 2025-03-05 0.375 0.125 4 X 4 4 168 145th Place Normandie to End 1350 W 145th 2025-03-05 0.75 0.625 4 X 4 4 169 145th Place Normandie to End 1350 W 145th 2025-03-05 0.5 0.25 4 X 4 4 16 10 145th Place Normandie to End 1350 W 145th 2025-03-05 0.75 0.625 4 X 4 4 1611 145th Place Normandie to End 1344 W 145th 2025-03-05 1 0.75 4 X 4 4 1612 145th Place Normandie to End 1344 W 145th Pl, L-Cut 2025-03-05 0.625 0.375 5.5 X 5 5 2513 145th Place Normandie to End 1338 W 145th 2025-03-05 1.125 0.375 4 X 4 4 1614 145th Place Normandie to End 1332 W 145th 2025-03-05 0.875 0.5 4 X 4 4 1615 145th Place Normandie to End 1332 W 145th 2025-03-05 1 0.125 4 X 4 4 1616 145th Place Normandie to End 1326 W 145th 2025-03-05 0.625 0.125 4 X 4 4 1617 145th Place Normandie to End 1320 W 145th 2025-03-05 0.5 0.125 4 X 4 4 1618 145th Place Normandie to End 1314 W 145th 2025-03-05 0.5 0.125 4 X 4 4 1619 145th Place Normandie to End 14508 Raymond Ave on 145th 2025-03-05 0.625 0.125 4.5 X 4 4 1620 145th Place Normandie to End 14508 Raymond Ave on 145th 2025-03-05 0.75 0.25 4 X 4 4 1621 145th Place Normandie to End 14508 Raymond Ave on 145th 2025-03-05 0.5 0.25 4 X 4 4 1622 145th Place Normandie to End 14508 Raymond Ave on 145th 2025-03-05 1 0.125 4 X 4 4 1623 145th Place Normandie to End 14508 Raymond Ave on 145th 2025-03-05 0.875 0.125 4 X 4 4 1624 145th Place Normandie to End 1242 W 145th 2025-03-05 0.625 0.125 4 X 4 4 1625 145th Place Normandie to End 1238 W 145th 2025-03-05 0.625 0.125 4 X 4 4 1626 145th Place Normandie to End 1230 W 145th 2025-03-05 0.5 0.125 4 X 4 4 1627 145th Place Normandie to End 1230 W 145th 2025-03-05 0.75 0.125 4 X 4 4 1628 145th Place Normandie to End 1222 W 145th 2025-03-05 0.75 0.75 6 X 6 6 3629 145th Place Normandie to End 1229 W 145th 2025-03-05 0.75 0.25 6 X 6 6 3630 145th Place Normandie to End 1229 W 145th 2025-03-05 0.75 0.25 6 X 6 6 3631 145th Place Normandie to End 1233 W 145th 2025-03-05 0.5 0.125 5 X 5 5 2532 145th Place Normandie to End 1315 W 145th 2025-03-05 0.75 0.125 4 X 4 4 1633 145th Place Normandie to End 1315 W 145th 2025-03-05 0.5 0.5 4 X 4 4 1634 145th Place Normandie to End 1321 W 145th 2025-03-05 0.5 0.375 4 X 4 4 1635 145th Place Normandie to End 1333 W 145th 2025-03-05 0.5 0.125 4 X 4 4 16

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
145th Place

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 145th Pl - Normandie Ave to End - Inspection Report 1 of 2 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
145th Place

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
36 145th Place Normandie to End 1333 W 145th 2025-03-05 0.75 0.625 4 X 4 4 1637 145th Place Normandie to End 1339 W 145th 2025-03-05 0.75 0.375 4 X 4 4 1638 145th Place Normandie to End 1339 W 145th 2025-03-05 0.625 0.375 4 X 4 4 1639 145th Place Normandie to End 1351 W 145th 2025-03-05 0.5 0.375 4 X 4 4 1640 145th Place Normandie to End 1351 W 145th 2025-03-05 0.625 0.5 4 X 4 4 1641 145th Place Normandie to End 14514 S Normandie Ave on 145th St 2025-03-05 0.375 0.375 4 X 4 4 1642 145th Place Normandie to End 14514 S Normandie Ave on 145th St 2025-03-05 0.5 0.125 4 X 4 4 1643 145th Place Normandie to End 14514 S Normandie Ave on 145th St 2025-03-05 0.75 0.125 4 X 4 4 16 Cell Totals 43 191 793
Copy of GAR-3 - 145th Pl - Normandie Ave to End - Inspection Report 2 of 2 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 145th Street Catalina Berendo 1106 W 145th St 2025-03-03 0.75 0.625 4 X 4 4 162 145th Street Catalina Berendo 1103 W 145th St 2025-03-03 0.875 0.5 4 X 4 4 163 145th Street Catalina Berendo 1107 W 145th St 2025-03-03 0.75 0.625 4 X 4 4 164 145th Street Catalina Berendo 1111 W 145th St 2025-03-03 0.625 0.25 4 X 4 4 165 145th Street Catalina Berendo 1123 W 145th St 2025-03-03 0.5 0.25 4 X 4 4 166 145th Street Catalina Berendo 1131 W 145th St 2025-03-03 0.625 0.375 4 X 4 4 167 145th Street Catalina Berendo 1135 W 145th St 2025-03-03 1.125 1.125 4 X 4 4 16 Cell Totals 7 28 112

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
145th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 145th St - Catalina Ave to Berendo Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 145th Street Denker Normandie 1556 W 145th St 2025-02-28 1.125 0.25 4 X 4 4 162 145th Street Denker Normandie 1540 W 145th St 2025-02-28 0.5 0.125 4 X 4 4 163 145th Street Denker Normandie 1526 W 145th St 2025-02-28 0.875 0.125 6 X 5 5 254 145th Street Denker Normandie 1522 W 145th St 2025-02-28 0.5 0.25 7 X 7 7 495 145th Street Denker Normandie 1518 W 145th St 2025-02-28 0 0 0 X 5 10 506 145th Street Denker Normandie 1458 W 145th St 2025-02-28 1.5 1 5 X 5 5 257 145th Street Denker Normandie 1458 W 145th St 2025-02-28 0.625 0.5 5 X 5 5 258 145th Street Denker Normandie 1454 W 145th St 2025-02-28 0.875 0.25 4 X 4 4 169 145th Street Denker Normandie 1442 W 145th St 2025-02-28 0.625 0.125 5 X 5 5 25 10 145th Street Denker Normandie 1442 W 145th St 2025-02-28 0.75 0.25 5 X 5 5 2511 145th Street Denker Normandie 1438 W 145th St 2025-02-28 0 0 0 X 5 5 2512 145th Street Denker Normandie 1434 W 145th St 2025-02-28 0 0 0 X 7 14 9813 145th Street Denker Normandie 1434 W 145th St 2025-02-28 0.875 0.5 4 X 4 4 1614 145th Street Denker Normandie 1428 W 145th St 2025-02-28 1.25 1 4 X 4 4 1615 145th Street Denker Normandie 1406 W 145th St 2025-02-28 0.625 0.125 8 X 8 8 6416 145th Street Denker Normandie 14503 normandie ave on W 145th St 2025-02-28 0 0 0 X 5 25 12517 145th Street Denker Normandie 14427 normandie ave on W 145th St 2025-02-28 0.625 0.5 5 X 5 5 2518 145th Street Denker Normandie 1433 W 145th St 2025-02-28 0 0 0 X 5 15 7519 145th Street Denker Normandie 1453 W 145th St 2025-02-28 1.25 0.625 4 X 4 4 1620 145th Street Denker Normandie 1501 W 145th St 2025-02-28 0.875 0.25 7 X 7 7 4921 145th Street Denker Normandie 1541 W 145th St 2025-02-28 1 0.375 5 X 5 5 2522 145th Street Denker Normandie 1541 W 145th St 2025-02-28 1 0.25 5 X 5 5 2523 145th Street Denker Normandie 1541 W 145th St 2025-02-28 0 0 0 X 5 10 5024 145th Street Denker Normandie 1557 W 145th St 2025-02-28 0.75 0.375 5 X 5 5 25 Cell Totals 6 92 18 906

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
145th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 145th St - Denker Ave to Normandie Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 145th Street Denker Western 1619 145th St 2025-02-28 1.25 0.25 5 X 5 5 252 145th Street Denker Western 1629 145th St 2025-02-28 0.875 0.75 5 X 5 5 253 145th Street Denker Western 1633 145th St 2025-02-28 0.5 0.125 5 X 5 5 254 145th Street Denker Western 1635 145th St 2025-02-28 0.75 0.5 5 X 5 5 255 145th Street Denker Western 1655 145th St 2025-02-28 0 0 0 X 9 9 816 145th Street Denker Western 1655 145th St, L-Cut 2025-02-28 1.125 0.625 13 X 10 10 1007 145th Street Denker Western 1703 145th St, 2025-02-28 1 0.5 6 X 6 6 368 145th Street Denker Western 1711 145th St 2025-02-28 0 0 0 X 5 10 509 145th Street Denker Western 1713 145th St 2025-02-28 0 0 0 X 5 10 50 10 145th Street Denker Western 1717 145th St 2025-02-28 0.75 0.375 6 X 6 6 3611 145th Street Denker Western 1717 145th St 2025-02-28 0.75 0.75 3 X 3 6 1812 145th Street Denker Western 1717 145th St 2025-02-28 1.125 0.875 3 X 3 6 1813 145th Street Denker Western 1717 145th St 2025-02-28 0.875 0.25 7 X 7 7 4914 145th Street Denker Western 1717 145th St 2025-02-28 0.625 0.125 7 X 7 7 4915 145th Street Denker Western 1723 145th St 2025-02-28 1.375 0.625 5 X 5 5 2516 145th Street Denker Western 1727 145th St 2025-02-28 1.875 0.25 7 X 7 7 4917 145th Street Denker Western 1727 145th St 2025-02-28 1.875 0.75 7 X 7 7 4918 145th Street Denker Western 1727 145th St 2025-02-28 1.25 0.625 7 X 7 7 4919 145th Street Denker Western 1739 145th St 2025-02-28 1.25 0.625 5.5 X 5 5 2520 145th Street Denker Western 1744 145th St 2025-02-28 0 0 0 X 5 15 7521 145th Street Denker Western 1742 145th St 2025-02-28 1 0.125 4 X 4 4 1622 145th Street Denker Western 1738 145th St 2025-02-28 0 0 0 X 5 20 10023 145th Street Denker Western 1730 145th St 2025-02-28 1 0.125 3 X 3 6 1824 145th Street Denker Western 1726 145th St 2025-02-28 0.5 0.125 4 X 4 4 1625 145th Street Denker Western 1712 145th St 2025-02-28 0.625 0.125 4 X 4 4 1626 145th Street Denker Western 1638 145th St 2025-02-28 1.5 0.125 4 X 4 4 1627 145th Street Denker Western 1638 145th St 2025-02-28 0.375 0.375 4 X 4 4 1628 145th Street Denker Western 1620 145th St 2025-02-28 0 0 0 X 5 15 7529 145th Street Denker Western 1616 145th St 2025-02-28 1.5 0.125 4 X 4 4 1630 145th Street Denker Western 1616 145th St 2025-02-28 0.75 0.375 5 X 5 5 2531 145th Street Denker Western 1608 145th St 2025-02-28 0.5 0.125 4 X 4 4 16 Cell Totals 6 133 25 1,189

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
145th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 145th St - Denker Ave to Western Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 146th Street Budlong to End 1203 W 146th St 2025-03-04 0.625 0.25 4 X 4 4 162 146th Street Budlong to End 1203 W 146th St 2025-03-04 1.5 0.25 4 X 4 4 163 146th Street Budlong to End 1203 W 146th St 2025-03-04 1 0.25 4 X 4 4 164 146th Street Budlong to End 1221 W 146th St 2025-03-04 2 0.125 4 X 4 4 165 146th Street Budlong to End 1227 W 146th St 2025-03-04 1.375 0.125 4 X 4 4 166 146th Street Budlong to End 1227 W 146th St 2025-03-04 1.375 0.625 4 X 4 4 167 146th Street Budlong to End 1227 W 146th St 2025-03-04 1.375 0.75 4 X 4 4 168 146th Street Budlong to End 1233 W 146th St 2025-03-04 0.375 0.25 4 X 4 4 169 146th Street Budlong to End 1257 W 146th St 2025-03-04 0 0 0 X 0 0 10 146th Street Budlong to End 1263 W 146th St 2025-03-04 0.5 0.125 4 X 4 4 1611 146th Street Budlong to End 1321 W 146th St 2025-03-04 0 0 0 X 0 0 12 146th Street Budlong to End 1321 W 146th St 2025-03-04 0 0 0 X 0 0 13 146th Street Budlong to End 1327 W 146th St 2025-03-04 0.625 0.25 4 X 4 4 1614 146th Street Budlong to End 1327 W 146th St 2025-03-04 0.75 0.5 4 X 4 4 1615 146th Street Budlong to End 1331 W 146th St 2025-03-04 0.5 0.125 4 X 4 4 1616 146th Street Budlong to End 1262 W 146th St 2025-03-04 0.375 0.375 4 X 4 4 1617 146th Street Budlong to End 1262 W 146th St 2025-03-04 0.5 0.25 4 X 4 4 1618 146th Street Budlong to End 1256 W 146th St 2025-03-04 1.25 1.25 4 X 4 4 1619 146th Street Budlong to End 1256 W 146th St 2025-03-04 1.625 1.375 4 X 4 4 1620 146th Street Budlong to End 1250 W 146th St 2025-03-04 0.5 0.125 4 X 4 4 1621 146th Street Budlong to End 1244 W 146th St 2025-03-04 0.5 0.125 4 X 4 4 1622 146th Street Budlong to End 1244 W 146th St 2025-03-04 1 0.75 4 X 4 4 1623 146th Street Budlong to End 1244 W 146th St 2025-03-04 1.25 0.25 4 X 4 4 1624 146th Street Budlong to End 1232 W 146th St 2025-03-04 0.625 0.375 4 X 4 4 1625 146th Street Budlong to End 1232 W 146th St 2025-03-04 0.75 0.25 4 X 4 4 1626 146th Street Budlong to End 1226 W 146th St 2025-03-04 0.5 0.125 4 X 4 4 1627 146th Street Budlong to End 1220 W 146th St 2025-03-04 0.5 0.125 4 X 4 4 1628 146th Street Budlong to End 1220 W 146th St 2025-03-04 0.625 0.5 4 X 4 4 1629 146th Street Budlong to End 1220 W 146th St 2025-03-04 0.75 0.25 4 X 4 4 1630 146th Street Budlong to End 1220 W 146th St 2025-03-04 0.625 0.125 4 X 4 4 1631 146th Street Budlong to End 1214 W 146th St 2025-03-04 0 0 0 X 0 0 32 146th Street Budlong to End 1214 W 146th St 2025-03-04 1.75 0.5 4 X 4 4 1633 146th Street Budlong to End 1202 W 146th St 2025-03-04 0.5 0.25 4 X 4 4 16 Cell Totals 4 116 29 464

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
146th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 146th St - Budlong Ave to End - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 146th Street Denker Normandie 1558 W 146th St 2025-02-28 0.625 0.125 4 X 4 4 162 146th Street Denker Normandie 1534 W 146th St 2025-02-28 0 0 0 X 5 10 503 146th Street Denker Normandie 1510 W 146th St 2025-02-28 0 0 0 X 4 12 484 146th Street Denker Normandie 1510 W 146th St 2025-02-28 1 0.125 4.5 X 4 4 165 146th Street Denker Normandie 1504 W 146th St 2025-02-28 0.375 0.125 4 X 4 4 166 146th Street Denker Normandie 1504 W 146th St 2025-02-28 0.625 0.125 4 X 4 4 167 146th Street Denker Normandie 1458 W 146th St 2025-02-28 0.625 0.5 4.5 X 4 4 168 146th Street Denker Normandie 1438 W 146th St 2025-02-28 1.125 0.5 4.5 X 5 5 259 146th Street Denker Normandie 1432 W 146th St 2025-02-28 0.625 0.125 4.5 X 4 4 16 10 146th Street Denker Normandie 1432 W 146th St 2025-02-28 0 0 0 X 10 10 10011 146th Street Denker Normandie 1430 W 146th St 2025-02-28 0.875 0.875 7 X 7 7 4912 146th Street Denker Normandie 1422 W 146th St 2025-02-28 0 0 0 X 4 5 2013 146th Street Denker Normandie 1418 W 146th St 2025-02-28 1 0.875 4 X 4 4 1614 146th Street Denker Normandie 1408 W 146th St 2025-02-28 1 0.125 4 X 4 4 1615 146th Street Denker Normandie 1408 W 146th St 2025-02-28 0.5 0.125 4 X 4 4 1616 146th Street Denker Normandie 1404 W 146th St 2025-02-28 0.625 0.125 4 X 4 4 1617 146th Street Denker Normandie 1404 W 146th St 2025-02-28 0.625 0.375 4 X 4 4 1618 146th Street Denker Normandie AF 1404 W 146th St 2025-02-28 0.625 0.5 4 X 4 4 1619 146th Street Denker Normandie AF 1404 W 146th St 2025-02-28 1.25 0.5 4 X 4 4 1620 146th Street Denker Normandie 1415 W 146th St 2025-02-28 1.625 1.375 4.5 X 4 4 1621 146th Street Denker Normandie 1425 W 146th St 2025-02-28 0.5 0.125 4 X 4 4 1622 146th Street Denker Normandie 1507 W 146th St 2025-02-28 0 0 0 X 5 5 2523 146th Street Denker Normandie 1509 W 146th St 2025-02-28 0 0 0 X 7 14 9824 146th Street Denker Normandie 1509 W 146th St 2025-02-28 0.625 0.25 4.5 X 4 4 1625 146th Street Denker Normandie 1511 W 146th St 2025-02-28 1 0.5 4 X 4 4 1626 146th Street Denker Normandie 1557 W 146th St 2025-02-28 0.75 0.5 4.5 X 4 4 16 Cell Totals 6 87 20 703

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
146th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 146th St - Denker Ave to Normandie Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 146th Street Denker Western 1619 W 146th St 2025-02-28 0 0 0 X 4 8 322 146th Street Denker Western 1619 W 146th St 2025-02-28 0 0 0 X 4 8 323 146th Street Denker Western 1623 W 146th St 2025-02-28 0 0 0 X 4 8 324 146th Street Denker Western 1633 W 146th St, C-Cut 2025-02-28 1 1 10 X 5 10 505 146th Street Denker Western 1633 W 146th St, 2025-02-28 0.5 0.125 4 X 4 4 166 146th Street Denker Western 1645 W 146th St 2025-02-28 0.625 0.25 4 X 4 4 167 146th Street Denker Western 1707 W 146th St 2025-02-28 1.25 0.75 7 X 7 7 498 146th Street Denker Western 1737 W 146th St 2025-02-28 0 0 0 X X 7 21 1479 146th Street Denker Western 14528 Western Ave on W 146th St 2025-02-28 0 0 0 X 4 12 48 10 146th Street Denker Western 1746 W 146th St 2025-02-28 1 0.375 4 X 4 4 1611 146th Street Denker Western 1726 W 146th St 2025-02-28 0.5 0.25 4 X 4 4 1612 146th Street Denker Western 1726 W 146th St 2025-02-28 0.625 0.25 4 X 4 4 1613 146th Street Denker Western 1704 W 146th St 2025-02-28 0 0 0 X 7 14 9814 146th Street Denker Western 1704 W 146th St 2025-02-28 0.625 0.25 7 X 7 7 4915 146th Street Denker Western 1656 W 146th St 2025-02-28 1.625 1 7 X 7 7 4916 146th Street Denker Western 1652 W 146th St 2025-02-28 0.5 0.125 7 X 7 7 4917 146th Street Denker Western 1652 W 146th St 2025-02-28 1.125 0.25 7 X 7 7 4918 146th Street Denker Western 1618 W 146th St 2025-02-28 0 0 0 X 4 8 32 Cell Totals 1 65 7 11 796

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
146th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 146th St - Denker Ave to Western Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 147th Street Denker Halldale 1506 147th St 2025-02-28 0.875 0.125 4 X 4 4 162 147th Street Denker Halldale 14641 Halldale ave on 147th St 2025-02-28 0.75 0.375 4 X 4 4 163 147th Street Denker Halldale 14641 Halldale ave on 147th St 2025-02-28 0.625 0.25 4 X 4 4 164 147th Street Denker Halldale 1525 147th St 2025-02-28 0 0 0 X X 4 25 1005 147th Street Denker Halldale 1539 147th St 2025-02-28 0 0 0 X 4 15 606 147th Street Denker Halldale 1543 147th St 2025-02-28 1.25 0.5 4 X 4 4 167 147th Street Denker Halldale 14642 Denker Ave on 147th St 2025-02-28 1 1 4 X 4 4 168 147th Street Denker Halldale 14642 Denker Ave on 147th St, z-cut 2025-02-28 1.25 0.625 13 X 4 12 48 Cell Totals 1 33 2 6 288

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
147th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 147th St - Denker Ave to Halldale Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 147th Street Denker Western 14641 Denker Ave on 147th St 2025-02-28 1.125 0.125 4 X 4 4 162 147th Street Denker Western 1629 147th St 2025-02-28 0 0 0 X X 4 30 1203 147th Street Denker Western 1647 147th St 2025-02-28 0.875 0.125 5 X 5 5 254 147th Street Denker Western 1647 147th St 2025-02-28 1.5 0.125 7 X 7 7 495 147th Street Denker Western 1647 147th St 2025-02-28 1.375 0.625 7 X 7 7 496 147th Street Denker Western 1657 147th St 2025-02-28 0.875 0.125 4 X 4 4 167 147th Street Denker Western 1657 147th St 2025-02-28 1.5 0.625 4 X 4 4 168 147th Street Denker Western 1657 147th St 2025-02-28 0.75 0.5 4 X 4 4 169 147th Street Denker Western 1713 147th St 2025-02-28 0 0 0 X 7 50 350 10 147th Street Denker Western 1739 147th St 2025-02-28 0.875 0.625 5 X 5 5 2511 147th Street Denker Western 1742 147th St 2025-02-28 1 1 7 X 7 7 4912 147th Street Denker Western 1726 147th St 2025-02-28 2 1.375 7 X 7 7 4913 147th Street Denker Western 1712 147th St 2025-02-28 1.125 0.625 4 X 4 4 1614 147th Street Denker Western 14704 S Harvard Blvd on 147th St 2025-02-28 0.875 0.875 4 X 4 4 1615 147th Street Denker Western 14704 S Harvard Blvd on 147th St 2025-02-28 0.375 0.125 4 X 4 4 1616 147th Street Denker Western 14704 Salle Ave on 147th St 2025-02-28 1.375 0.375 4 X 4 4 1617 147th Street Denker Western 14704 Salle Ave on 147th St 2025-02-28 1.625 0.25 4 X 4 4 16 Cell Totals 1 74 2 15 860

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
147th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 147th St - Denker Ave to Western Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 147th Street Van Buren to End 1245 147th St 2025-03-04 0.875 0.125 4 X 4 4 162 147th Street Van Buren to End 1245 147th St 2025-03-04 2.5 1.25 4.5 X 4 4 163 147th Street Van Buren to End 1249 147th St 2025-03-04 0.5 0.125 4 X 4 4 164 147th Street Van Buren to End 1253 147th St 2025-03-04 0.375 0.375 4 X 4 4 165 147th Street Van Buren to End 1257 147th St 2025-03-04 1 0.875 4 X 4 4 166 147th Street Van Buren to End 1257 147th St 2025-03-04 0.5 0.125 4 X 4 4 167 147th Street Van Buren to End 1261 147th St 2025-03-04 0.625 0.125 4 X 4 4 168 147th Street Van Buren to End 1311 147th St 2025-03-04 0.625 0.5 4 X 4 4 169 147th Street Van Buren to End 1319 147th St 2025-03-04 1 0.625 4.5 X 4 4 16 10 147th Street Van Buren to End 1319 147th St 2025-03-04 0.875 0.375 4 X 4 4 1611 147th Street Van Buren to End 1323 147th St 2025-03-04 0.875 0.625 4.5 X 4 4 1612 147th Street Van Buren to End 14707 Mariposa Ave on 147th St 2025-03-04 1.125 0.25 8 X 8 8 6413 147th Street Van Buren to End 14707 Mariposa Ave on 147th St 2025-03-04 0.5 0.125 4 X 4 4 1614 147th Street Van Buren to End 14711 Mariposa Ave on 147th St 2025-03-04 1.375 1.375 4 X 4 4 1615 147th Street Van Buren to End 14715 Mariposa Ave on 147th St 2025-03-04 1.875 1.25 4 X 4 4 1616 147th Street Van Buren to End 14715 Mariposa Ave on 147th St 2025-03-04 1.25 0.625 4.5 X 4 4 1617 147th Street Van Buren to End 14715 Mariposa Ave on 147th St 2025-03-04 1.75 1 4.5 X 4 4 1618 147th Street Van Buren to End 14715 Mariposa Ave on 147th St 2025-03-04 0.625 0.5 4.5 X 4 4 1619 147th Street Van Buren to End 14708 Mariposa Ave on 147th St 2025-03-04 1.5 0.75 4 X 4 4 1620 147th Street Van Buren to End 14708 Mariposa Ave on 147th St 2025-03-04 0.5 0.125 4 X 4 0 21 147th Street Van Buren to End 14708 Mariposa Ave on 147th St 2025-03-04 1 0.5 4 X 4 4 1622 147th Street Van Buren to End 1316 147th St 2025-03-04 1.375 0.5 8 X 8 8 6423 147th Street Van Buren to End 1316 147th St 2025-03-04 1.25 0.25 4.5 X 4 4 1624 147th Street Van Buren to End 1316 147th St 2025-03-04 0.75 0.125 4 X 4 4 1625 147th Street Van Buren to End 1312 147th St 2025-03-04 1.25 1.125 4 X 4 4 1626 147th Street Van Buren to End 14711 Raymond Ave on 147th St 2025-03-04 0.75 0.625 4 X 4 4 1627 147th Street Van Buren to End 14711 Raymond Ave on 147th St 2025-03-04 1.5 0.25 4 X 4 4 1628 147th Street Van Buren to End 14711 Raymond Ave on 147th St 2025-03-04 0.5 0.125 4 X 4 4 1629 147th Street Van Buren to End 14715 Van Buren Ave on 147th St 2025-03-04 0.625 0.5 4 X 4 4 1630 147th Street Van Buren to End 14715 Van Buren Ave on 147th St 2025-03-04 0.5 0.25 4 X 4 4 1631 147th Street Van Buren to End 14715 Van Buren Ave on 147th St 2025-03-04 0 0 0 X 0 0 Cell Totals 1 132 30 560

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
147th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 147th St - Van Buren Ave to End - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 148th Street Berendo Catalina 14807 Berendo Ave on 148th St 2025-03-03 0 0 0 X 4 8 322 148th Street Berendo Catalina 1111 148th St 2025-03-03 0.75 0.125 4 X 4 4 163 148th Street Berendo Catalina 1111 148th St 2025-03-03 0.625 0.125 4 X 4 4 164 148th Street Berendo Catalina 1111 148th St 2025-03-03 0 0 0 X 10 10 1005 148th Street Berendo Catalina 1150 148th St 2025-03-03 0.75 0.125 4 X 4 4 166 148th Street Berendo Catalina 1150 148th St 2025-03-03 0.625 0.125 4 X 4 4 167 148th Street Berendo Catalina 1144 148th St 2025-03-03 0 0 0 X 4 8 328 148th Street Berendo Catalina 1144 148th St 2025-03-03 0 0 0 X 4 8 329 148th Street Berendo Catalina 1132 148th St 2025-03-03 0.875 0.125 4 X 4 4 16 10 148th Street Berendo Catalina 1132 148th St 2025-03-03 0.625 0.125 4 X 4 4 1611 148th Street Berendo Catalina 1126 148th St 2025-03-03 1.25 0.625 4 X 4 4 1612 148th Street Berendo Catalina 1126 148th St 2025-03-03 0.875 0.5 4 X 4 4 1613 148th Street Berendo Catalina 1126 148th St 2025-03-03 0 0 0 X 4 4 1614 148th Street Berendo Catalina 1120 148th St 2025-03-03 0.625 0.125 4 X 4 4 1615 148th Street Berendo Catalina 1114 148th St 2025-03-03 0.875 0.375 4 X 4 4 1616 148th Street Berendo Catalina 1114 148th St 2025-03-03 1.25 0.875 4 X 4 4 1617 148th Street Berendo Catalina 14811 Berendo ave on 148th St 2025-03-03 1.25 0.5 4 X 4 4 16 Cell Totals 5 48 12 404

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
148th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 148th St - Berendo Ave to Catalina Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 148th Street Normandie to End 1407 148th St 2025-03-07 0.5 0.375 4 X 4 4 162 148th Street Normandie to End 1407 148th St 2025-03-07 0.375 0.25 4 X 4 4 163 148th Street Normandie to End 1407 148th St 2025-03-07 0.625 0.25 4 X 4 4 164 148th Street Normandie to End 1407 148th St 2025-03-07 0.5 0.125 4 X 4 4 165 148th Street Normandie to End 1407 148th St 2025-03-07 1.25 1 4 X 4 4 166 148th Street Normandie to End 1419 148th St 2025-03-07 0.625 0.375 4 X 4 4 167 148th Street Normandie to End 1419 148th St 2025-03-07 0.5 0.375 4 X 4 4 168 148th Street Normandie to End 1420 148th St 2025-03-07 0 0 0 X 0 0 9 148th Street Normandie to End 1420 148th St 2025-03-07 0 0 0 X 0 0 10 148th Street Normandie to End 1420 148th St 2025-03-07 0 0 0 X 0 0 11 148th Street Normandie to End 1420 148th St, C-Cut 2025-03-07 0.75 0.375 8.5 X 4 4 1612 148th Street Normandie to End 1412 148th St 2025-03-07 0.5 0.125 4 X 4 4 1613 148th Street Normandie to End 1412 148th St 2025-03-07 0.375 0.125 4 X 4 4 1614 148th Street Normandie to End 1412 148th St 2025-03-07 0.625 0.25 4 X 4 4 1615 148th Street Normandie to End 1412 148th St 2025-03-07 0 0 0 X 0 0 16 148th Street Normandie to End 14807 Normandie Ave on 148th St 2025-03-07 0.75 0.25 4 X 4 4 1617 148th Street Normandie to End 14807 Normandie Ave on 148th St 2025-03-07 0.5 0.5 4 X 4 4 16 Cell Totals 4 57 13 208

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
148th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 148th St - Normandie Ave to End - Inspection Report 1 of 1 4/23/2025 City of Gardena Precision Concrete Cutting
Public Works 13089 Peyton Dr #C2351717 W. 162nd Street Chino Hills, Ca 91709 (909) 539-7740
(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5 Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 149th Street Berendo Budlong 1109 W 149th St 2025-03-03 0.5 0.25 4 X 4 4 162 149th Street Berendo Budlong 1115 W 149th St 2025-03-03 0.75 0.5 4 X 4 4 163 149th Street Berendo Budlong 1121 W 149th St 2025-03-03 1 0.625 4 X 4 4 164 149th Street Berendo Budlong 1121 W 149th St 2025-03-03 0.5 0.25 4 X 4 4 165 149th Street Berendo Budlong 1127 W 149th St 2025-03-03 0.375 0.125 4 X 4 4 166 149th Street Berendo Budlong 1133 W 149th St 2025-03-03 0.625 0.125 4 X 4 4 167 149th Street Berendo Budlong 1133 W 149th St 2025-03-03 1.25 0.125 4 X 4 4 168 149th Street Berendo Budlong 1139 W 149th St 2025-03-03 0.75 0.125 4 X 4 4 169 149th Street Berendo Budlong 1145 W 149th St 2025-03-03 0.875 0.5 4 X 4 4 16 10 149th Street Berendo Budlong 1157 W 149th St 2025-03-03 0.625 0.375 4 X 4 4 1611 149th Street Berendo Budlong 1169 W 149th St 2025-03-03 1.125 0.5 4 X 4 4 1612 149th Street Berendo Budlong 1169 W 149th St 2025-03-03 1.25 1.125 4 X 4 4 1613 149th Street Berendo Budlong 1169 W 149th St 2025-03-03 1.25 0.125 4 X 4 4 1614 149th Street Berendo Budlong 1168 W 149th St 2025-03-03 0.5 0.125 4 X 4 4 1615 149th Street Berendo Budlong 1156 W 149th St 2025-03-03 0.375 0.25 4 X 4 4 1616 149th Street Berendo Budlong 1150 W 149th St 2025-03-03 1.5 0.5 4 X 4 4 1617 149th Street Berendo Budlong 1150 W 149th St 2025-03-03 1.375 0.375 4 X 4 4 1618 149th Street Berendo Budlong 1150 W 149th St 2025-03-03 0.5 0.375 4 X 4 4 1619 149th Street Berendo Budlong 1150 W 149th St 2025-03-03 0.625 0.25 4 X 4 4 1620 149th Street Berendo Budlong 1150 W 149th St 2025-03-03 0 0 0 X 0 0 21 149th Street Berendo Budlong 1138 W 149th St 2025-03-03 0.625 0.375 4 X 4 4 1622 149th Street Berendo Budlong 1132 W 149th St 2025-03-03 1.25 1.125 4 X 4 4 1623 149th Street Berendo Budlong 1132 W 149th St 2025-03-03 0.875 0.125 4 X 4 4 1624 149th Street Berendo Budlong 1126 W 149th St 2025-03-03 0.625 0.375 4 X 4 4 1625 149th Street Berendo Budlong 1126 W 149th St 2025-03-03 0.375 0.25 4 X 4 0 26 149th Street Berendo Budlong 1120 W 149th St 2025-03-03 0.625 0.5 4 X 4 4 1627 149th Street Berendo Budlong 1114 W 149th St 2025-03-03 0.625 0.625 4 X 4 4 1628 149th Street Berendo Budlong 1102 W 149th St 2025-03-03 0.5 0.5 4 X 4 4 16 Cell Totals 1 108 27 416

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
149th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 149th St - Berendo Ave to Budlong Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena Precision Concrete Cutting
Public Works 13089 Peyton Dr #C2351717 W. 162nd Street Chino Hills, Ca 91709 (909) 539-7740
(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5 Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 149th Street Berendo Vermont 1048 W 149th St 2025-03-04 1 0.875 7 X 7 7 492 149th Street Berendo Vermont 1048 W 149th St 2025-03-04 0.375 0.25 6 X 6 6 363 149th Street Berendo Vermont 1048 W 149th St 2025-03-04 0 0 0 X 6 6 364 149th Street Berendo Vermont 1048 W 149th St 2025-03-04 0.875 0.875 6 X 6 6 365 149th Street Berendo Vermont 1048 W 149th St 2025-03-04 0.625 0.125 6 X 6 6 366 149th Street Berendo Vermont 1048 W 149th St 2025-03-04 0.75 0.125 6.5 X 6 6 367 149th Street Berendo Vermont 1048 W 149th St 2025-03-04 0.75 0.625 6 X 6 6 368 149th Street Berendo Vermont 14905 Vermont Ave on W 149th St 2025-03-04 0.5 0.375 4 X 4 4 169 149th Street Berendo Vermont 14905 Vermont Ave on W 149th St 2025-03-04 0.625 0.125 4 X 4 4 16 10 149th Street Berendo Vermont 14905 Vermont Ave on W 149th St 2025-03-04 0 0 0 X 10 10 10011 149th Street Berendo Vermont 14901 Vermont Ave on W 149th St 2025-03-04 0.625 0.125 4 X 4 4 1612 149th Street Berendo Vermont 1019 W 149th St 2025-03-04 0.75 0.625 6 X 6 6 3613 149th Street Berendo Vermont 1055 W 149th St 2025-03-04 0.625 0.375 6 X 6 6 3614 149th Street Berendo Vermont 1055 W 149th St 2025-03-04 0.75 0.375 6 X 6 6 36 Cell Totals 2 68 12 521

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
149th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 149th St - Berendo Ave to Vermont Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 149th Street Raymond Normandie 1303 W 149th St 2025-03-04 0.625 0.5 4 X 4 4 162 149th Street Raymond Normandie 1303 W 149th St 2025-03-04 0.875 0.875 4 X 4 4 163 149th Street Raymond Normandie 1303 W 149th St 2025-03-04 0.75 0.125 4 X 4 4 164 149th Street Raymond Normandie 1307 W 149th St 2025-03-04 0.625 0.375 4 X 4 4 165 149th Street Raymond Normandie 1307 W 149th St 2025-03-04 0.75 0.5 4 X 4 4 166 149th Street Raymond Normandie 1307 W 149th St 2025-03-04 0.5 0.125 4 X 4 4 167 149th Street Raymond Normandie 1311 W 149th St 2025-03-04 0.5 0.125 4 X 4 4 168 149th Street Raymond Normandie 1311 W 149th St 2025-03-04 0.5 0.125 4 X 4 4 169 149th Street Raymond Normandie 1315 W 149th St 2025-03-04 0.75 0.125 4 X 4 4 16 10 149th Street Raymond Normandie 1331 W 149th St 2025-03-04 0.5 0.25 4 X 4 4 1611 149th Street Raymond Normandie 1331 W 149th St 2025-03-04 0.625 0.125 4 X 4 4 1612 149th Street Raymond Normandie 1331 W 149th St 2025-03-04 0.5 0.125 4 X 4 4 1613 149th Street Raymond Normandie 1335 W 149th St 2025-03-04 0.625 0.125 4 X 4 4 1614 149th Street Raymond Normandie 14824 S Normandie Ave on 149th St 2025-03-04 0.375 0.125 4 X 4 4 1615 149th Street Raymond Normandie 1334 W 149th St 2025-03-04 0.75 0.625 4 X 4 4 1616 149th Street Raymond Normandie 1322 W 149th St 2025-03-04 0.625 0.375 4 X 4 4 1617 149th Street Raymond Normandie 1322 W 149th St 2025-03-04 0.625 0.125 4 X 4 4 1618 149th Street Raymond Normandie 1314 W 149th St 2025-03-04 1.75 0.125 4 X 4 4 1619 149th Street Raymond Normandie 1314 W 149th St 2025-03-04 0.5 0.25 4 X 4 4 1620 149th Street Raymond Normandie 1310 W 149th St 2025-03-04 0.5 0.25 4 X 4 4 1621 149th Street Raymond Normandie 1310 W 149th St 2025-03-04 0.375 0.375 4 X 4 4 1622 149th Street Raymond Normandie 1304 W 149th St 2025-03-04 0.375 0.125 4 X 4 4 1623 149th Street Raymond Normandie 1304 W 149th St 2025-03-04 0.625 0.375 4 X 4 4 1624 149th Street Raymond Normandie 1304 W 149th St 2025-03-04 1.25 0.375 4 X 4 4 1625 149th Street Raymond Normandie 1304 W 149th St 2025-03-04 1.25 1 4 X 4 4 1626 149th Street Raymond Normandie 1304 W 149th St 2025-03-04 0.75 0.5 4 X 4 4 1627 149th Street Raymond Normandie 1304 W 149th St 2025-03-04 0.75 0.625 4 X 4 4 16 Cell Totals 27 108 432

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
149th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 149th St - Raymond Ave to Normandie Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 149th Street Western Halldale 1744 149th St 2025-02-28 1 0.5 4 X 4 4 162 149th Street Western Halldale 1744 149th St 2025-02-28 1.125 0.75 5 X 5 5 253 149th Street Western Halldale 1744 149th St 2025-02-28 0.375 0.375 4 X 4 4 164 149th Street Western Halldale 1744 149th St 2025-02-28 0 0 0 X 0 0 5 149th Street Western Halldale 1744 149th St 2025-02-28 0 0 0 X 0 0 6 149th Street Western Halldale 1738 149th St 2025-02-28 0.875 0.625 4 X 4 4 167 149th Street Western Halldale 1738 149th St 2025-02-28 0 0 0 X 0 0 8 149th Street Western Halldale 1718 149th St 2025-02-28 0.875 0.625 4 X 4 4 169 149th Street Western Halldale 1704 W 149th St 2025-02-28 0.125 0.125 1 X 0 0 10 149th Street Western Halldale 14902 Harvard Blvd on 149th St 2025-02-28 0.5 0.25 4 X 4 4 1611 149th Street Western Halldale 14902 Harvard Blvd on 149th St 2025-02-28 1.5 0.25 4 X 4 4 1612 149th Street Western Halldale 14902 Harvard Blvd on 149th St 2025-02-28 1.125 0.375 4 X 4 4 1613 149th Street Western Halldale 14901 La Salle Ave on 149th St 2025-02-28 1 0.375 4 X 4 4 1614 149th Street Western Halldale 14901 La Salle Ave on 149th St 2025-02-28 0.5 0.5 4 X 4 4 1615 149th Street Western Halldale 14901 La Salle Ave on 149th St 2025-02-28 0.625 0.125 4 X 4 4 1616 149th Street Western Halldale 14901 Denker Ave on 149th St 2025-02-28 0.5 0.5 4 X 4 4 1617 149th Street Western Halldale 14903 Kingsley Dr on 149th St 2025-02-28 0.5 0.5 4 X 4 4 1618 149th Street Western Halldale 14903 Kingsley Dr on 149th St 2025-02-28 0.5 0.5 4 X 4 4 1619 149th Street Western Halldale 14903 Kingsley Dr on 149th St 2025-02-28 0.5 0.5 4 X 4 4 1620 149th Street Western Halldale 14903 Kingsley Dr on 149th St 2025-02-28 0.625 0.125 4 X 4 4 1621 149th Street Western Halldale 14904 Kingsley Dr on 149th St 2025-02-28 0.75 0.125 4 X 4 4 1622 149th Street Western Halldale 14904 Kingsley Dr on 149th St 2025-02-28 0.5 0.375 4 X 4 4 1623 149th Street Western Halldale 14904 Kingsley Dr on 149th St 2025-02-28 1.125 0.375 4 X 4 4 1624 149th Street Western Halldale 14904 Kingsley Dr on 149th St 2025-02-28 1.25 0.25 4 X 4 4 1625 149th Street Western Halldale 14904 Kingsley Dr on 149th St 2025-02-28 0.5 0.125 4 X 4 4 1626 149th Street Western Halldale 14904 Kingsley Dr on 149th St 2025-02-28 0.75 0.375 4 X 4 4 1627 149th Street Western Halldale 14904 Kingsley Dr on 149th St 2025-02-28 0.5 0.25 4 X 4 4 1628 149th Street Western Halldale 14904 Halldale Ave on 149th St 2025-02-28 0.5 0.25 4 X 4 4 1629 149th Street Western Halldale 1511 W 149th St 2025-02-28 0.5 0.25 4 X 4 4 1630 149th Street Western Halldale 14817 Kingsley Dr on 149th Ave 2025-02-28 1 0.375 4 X 4 4 1631 149th Street Western Halldale 1561 W 149th St 2025-02-28 0.5 0.125 4.5 X 4 4 1632 149th Street Western Halldale 14817 Denker Ave on 149th St 2025-02-28 0.5 0.25 4 X 4 4 1633 149th Street Western Halldale 14817 Denker Ave on 149th St 2025-02-28 0.5 0.375 4 X 4 4 1634 149th Street Western Halldale 14817 Denker Ave on 149th St 2025-02-28 0.875 0.125 4 X 4 4 1635 149th Street Western Halldale 14818 La Salle Ave on 149th St 2025-02-28 0.5 0.375 4 X 4 4 16

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
149th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 149th St - Western Ave to Halldale Ave - Inspection Report 1 of 2 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
149th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
36 149th Street Western Halldale 14815 La Salle Ave on 149th St 2025-02-28 0.5 0.25 4 X 4 4 1637 149th Street Western Halldale 14828 Harvard Blvd on 149th St 2025-02-28 0.25 0.25 4 X 4 4 1638 149th Street Western Halldale 14828 Harvard Blvd on 149th St 2025-02-28 0.625 0.5 4 X 4 4 1639 149th Street Western Halldale 14828 Harvard Blvd on 149th St 2025-02-28 0.5 0.25 4 X 4 4 1640 149th Street Western Halldale 14828 Harvard Blvd on 149th St 2025-02-28 0.5 0.375 4 X 4 4 1641 149th Street Western Halldale 1703 W 149th St 2025-02-28 0.625 0.375 4 X 4 4 1642 149th Street Western Halldale 1741 W 149th St 2025-02-28 0.375 0.375 6.5 X 6 6 3643 149th Street Western Halldale 1741 W 149th St 2025-02-28 1.375 1.375 4 X 4 4 1644 149th Street Western Halldale 1741 W 149th St 2025-02-28 0.5 0.25 6.5 X 6 6 3645 149th Street Western Halldale 14800 Western Ave on 149th St 2025-02-28 1.375 0.5 4 X 4 4 1646 149th Street Western Halldale 14800 Western Ave on 149th St 2025-02-28 0.375 0.375 6.5 X 6 6 3647 149th Street Western Halldale 14800 Western Ave on 149th St 2025-02-28 1.125 0.5 6.5 X 6 6 36 Cell Totals 3 185 44 777
Copy of GAR-3 - 149th St - Western Ave to Halldale Ave - Inspection Report 2 of 2 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 150th Street Berendo Budlong 1103 W 150th St 2025-03-03 0.5 0.25 9 X 5 5 252 150th Street Berendo Budlong 1115 W 150th St 2025-03-03 0.375 0.125 4 X 4 4 163 150th Street Berendo Budlong 1127 W 150th St 2025-03-03 0.75 0.625 4 X 4 4 164 150th Street Berendo Budlong 1127 W 150th St 2025-03-03 0.625 0.125 4 X 4 4 165 150th Street Berendo Budlong 1133 W 150th St 2025-03-03 1.125 0.125 4 X 4 4 166 150th Street Berendo Budlong 1139 W 150th St 2025-03-03 1 0.625 4 X 4 4 167 150th Street Berendo Budlong 1145 W 150th St 2025-03-03 0.375 0.25 4 X 4 4 168 150th Street Berendo Budlong 1151 W 150th St, L-Cut 2025-03-03 1 0.375 6.5 X 4 4 169 150th Street Berendo Budlong 1151 W 150th St 2025-03-03 0.5 0.375 4 X 4 4 16 10 150th Street Berendo Budlong 1157 W 150th St 2025-03-03 0.75 0.375 4 X 4 4 1611 150th Street Berendo Budlong 1157 W 150th St 2025-03-03 1.875 1.5 4 X 4 4 1612 150th Street Berendo Budlong 1157 W 150th St 2025-03-03 0 0 0 X 0 0 13 150th Street Berendo Budlong 1163 W 150th St 2025-03-03 0 0 0 X 0 0 14 150th Street Berendo Budlong 1163 W 150th St 2025-03-03 0.5 0.25 4 X 4 4 1615 150th Street Berendo Budlong 1163 W 150th St 2025-03-03 1 0.75 4 X 4 4 1616 150th Street Berendo Budlong 1169 W 150th St 2025-03-03 2.125 0.75 4 X 4 4 1617 150th Street Berendo Budlong 1168 W 150th St 2025-03-03 0.75 0.25 4 X 4 4 1618 150th Street Berendo Budlong 1168 W 150th St 2025-03-03 0.625 0.125 4 X 4 4 1619 150th Street Berendo Budlong 1168 W 150th St 2025-03-03 2.25 1 4 X 4 4 1620 150th Street Berendo Budlong 1150 W 150th St 2025-03-03 0.375 0.125 4 X 4 4 1621 150th Street Berendo Budlong 1138 W 150th St 2025-03-03 0.625 0.125 4 X 4 4 1622 150th Street Berendo Budlong 1138 W 150th St 2025-03-03 0 0 0 X 0 0 23 150th Street Berendo Budlong 1132 W 150th St 2025-03-03 0 0 0 X 0 0 24 150th Street Berendo Budlong 1132 W 150th St 2025-03-03 1.5 0.375 4 X 4 4 1625 150th Street Berendo Budlong 1120 W 150th St 2025-03-03 0.625 0.25 4 X 4 4 1626 150th Street Berendo Budlong 1114 W 150th St 2025-03-03 0.375 0.25 4 X 4 4 1627 150th Street Berendo Budlong 1108 W 150th St 2025-03-03 0.5 0.375 4 X 4 4 1628 150th Street Berendo Budlong 1108 W 150th St 2025-03-03 0.375 0.125 4 X 4 4 1629 150th Street Berendo Budlong 1108 W 150th St 2025-03-03 1.5 0.5 4 X 4 4 1630 150th Street Berendo Budlong 1102 W 150th St 2025-03-03 0.875 0.25 4 X 4 4 1631 150th Street Berendo Budlong 1102 W 150th St 2025-03-03 0.75 0.125 4 X 4 4 16 Cell Totals 4 116 27 441

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
150th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 150th St - Berendo Ave to Budlong Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 150th Street Western Harvard 15002 Western Ave on 150th St 2025-02-28 0.5 0.25 4 X 4 4 162 150th Street Western Harvard 1744 150th St 2025-02-28 0.5 0.25 4 X 4 4 163 150th Street Western Harvard 1728 150th St 2025-02-28 1.125 0.125 4 X 4 4 164 150th Street Western Harvard 1728 150th St 2025-02-28 0 0 0 X 0 0 5 150th Street Western Harvard 1726 150th St 2025-02-28 1 0.625 6 X 6 6 366 150th Street Western Harvard 1710 150th St 2025-02-28 0.875 0.5 4 X 4 4 167 150th Street Western Harvard 15003 S Harvard Blvd on 150th St 2025-02-28 0.375 0.375 6 X 6 6 368 150th Street Western Harvard 15003 S Harvard Blvd on 150th St 2025-02-28 0.625 0.125 6 X 6 6 369 150th Street Western Harvard 1709 W 150th St 2025-02-28 0.625 0.125 4 X 4 4 16 10 150th Street Western Harvard 1709 W 150th St 2025-02-28 0.75 0.25 4 X 4 4 1611 150th Street Western Harvard 1723 W 150th St 2025-02-28 0.75 0.25 4 X 4 4 1612 150th Street Western Harvard 1723 W 150th St 2025-02-28 0.375 0.375 4 X 4 4 1613 150th Street Western Harvard 1723 W 150th St 2025-02-28 0 0 0 X 0 0 14 150th Street Western Harvard 1733 W 150th St 2025-02-28 1.125 0.125 4 X 4 4 1615 150th Street Western Harvard 15000 S Western Ave on 150th St 2025-02-28 0.375 0.25 4 X 4 4 16 Cell Totals 2 58 13 268

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
150th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 150th St - Western Ave to Harvard Blvd - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 152nd Street Halldale to End 1448 W 152nd St 2025-03-03 0.375 0.375 4.5 X 4 4 162 152nd Street Halldale to End 1440 W 152nd St 2025-03-03 0.375 0.125 4 X 4 4 163 152nd Street Halldale to End 1436 W 152nd St 2025-03-03 0.375 0.375 4 X 4 4 164 152nd Street Halldale to End 1428 W 152nd St 2025-03-03 0.75 0.125 4 X 4 4 165 152nd Street Halldale to End 1420 W 152nd St 2025-03-03 0.375 0.375 4 X 4 4 166 152nd Street Halldale to End 1421 W 152nd St 2025-03-03 0.375 0.125 4 X 4 4 167 152nd Street Halldale to End 1437 W 152nd St 2025-03-03 1 0.875 4 X 4 4 168 152nd Street Halldale to End 1441 W 152nd St 2025-03-03 0.375 0.125 4 X 4 4 169 152nd Street Halldale to End 1441 W 152nd St 2025-03-03 0.5 0.125 4 X 4 4 16 10 152nd Street Halldale to End 1441 W 152nd St 2025-03-03 0.5 0.125 4 X 4 4 16 Cell Totals 10 41 160

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
152nd Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 152nd St - Halldale Ave to End - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 153rd Street Denker Harvard 1603 W 153rd St 2025-03-03 0.375 0.25 5 X 5 5 252 153rd Street Denker Harvard 1603 W 153rd St, Y-Cut 2025-03-03 0.375 0.25 7 X 5 5 253 153rd Street Denker Harvard 1603 W 153rd St 2025-03-03 1.25 1 5 X 5 5 254 153rd Street Denker Harvard 1605 W 153rd St 2025-03-03 0.5 0.125 5 X 5 5 255 153rd Street Denker Harvard 1605 W 153rd St 2025-03-03 0.5 0.125 5 X 5 5 256 153rd Street Denker Harvard 1605 W 153rd St 2025-03-03 1.125 0.25 5 X 5 5 257 153rd Street Denker Harvard 1605 W 153rd St 2025-03-03 0.625 0.125 5 X 5 5 258 153rd Street Denker Harvard 1605 W 153rd St 2025-03-03 1.375 0.625 13 X 5 5 259 153rd Street Denker Harvard 1605 W 153rd St, T-Cut 2025-03-03 1 0.625 19 X 5 5 25 10 153rd Street Denker Harvard 1605 W 153rd St, L-Cut 2025-03-03 0.875 0.375 12 X 5 5 2511 153rd Street Denker Harvard 1605 W 153rd St 2025-03-03 0.625 0.25 5 X 5 5 2512 153rd Street Denker Harvard 1605 W 153rd St 2025-03-03 1.75 1 5 X 5 5 2513 153rd Street Denker Harvard 1605 W 153rd St 2025-03-03 1.75 0.25 12 X 5 5 2514 153rd Street Denker Harvard 1605 W 153rd St, L-Cut 2025-03-03 0.875 0.5 11 X 5 5 2515 153rd Street Denker Harvard 1605 W 153rd St, L-Cut 2025-03-03 0.75 0.25 7.5 X 5 5 2516 153rd Street Denker Harvard 1654 W 153rd St 2025-03-03 1.125 0.25 5 X 5 5 2517 153rd Street Denker Harvard 1654 W 153rd St 2025-03-03 0.75 0.125 5 X 5 5 2518 153rd Street Denker Harvard 1654 W 153rd St 2025-03-03 0.625 0.375 5 X 5 5 2519 153rd Street Denker Harvard 1648 W 153rd St 2025-03-03 0.75 0.125 5 X 5 5 2520 153rd Street Denker Harvard 1644 W 153rd St 2025-03-03 0.5 0.125 5 X 5 5 2521 153rd Street Denker Harvard 1644 W 153rd St 2025-03-03 1.125 0.125 5 X 5 5 2522 153rd Street Denker Harvard 1638 W 153rd St 2025-03-03 0.625 0.25 5 X 5 5 2523 153rd Street Denker Harvard 1626 W 153rd St 2025-03-03 0.625 0.125 5 X 5 5 2524 153rd Street Denker Harvard 1608 W 153rd St 2025-03-03 0.5 0.125 5 X 5 5 2525 153rd Street Denker Harvard 1608 W 153rd St 2025-03-03 0.625 0.25 5 X 5 5 25 Cell Totals 25 172 625

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
153rd Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 153rd St - Denker Ave to Harvard Blvd - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 153rd Street Harvard Western 1703 W 153rd St 2025-03-03 0.75 0.125 4 X 4 4 162 153rd Street Harvard Western 1715 W 153rd St 2025-03-03 0.875 0.125 4 X 4 4 163 153rd Street Harvard Western 1723 W 153rd St 2025-03-03 0 0 0 X X 4 16 644 153rd Street Harvard Western AF 1728 W 153rd St 2025-03-03 0 0 0 X 4 8 325 153rd Street Harvard Western AF 1732 W 153rd St 2025-03-03 0.5 0.125 6 X 6 6 366 153rd Street Harvard Western 15212 Western Ave on 153rd St 2025-03-03 0.75 0.25 4 X 4 4 167 153rd Street Harvard Western 15212 Western Ave on 153rd St, L-Cut 2025-03-03 0.875 0.125 11 X 10 10 1008 153rd Street Harvard Western 15300 Western Ave on 153rd St, 2025-03-03 0.625 0.125 4 X 4 4 169 153rd Street Harvard Western 1750 153rd St, 2025-03-03 1.875 0.5 4 X 4 4 16 10 153rd Street Harvard Western 1750 153rd St, 2025-03-03 0.625 0.125 4 X 4 4 1611 153rd Street Harvard Western 1750 153rd St, 2025-03-03 2.5 0.625 4.5 X 4 4 1612 153rd Street Harvard Western 1742 W 153rd St 2025-03-03 0.625 0.5 4 X 4 4 1613 153rd Street Harvard Western 1742 W 153rd St 2025-03-03 0.625 0.375 4 X 4 4 1614 153rd Street Harvard Western 1712 W 153rd St 2025-03-03 0.75 0.5 4 X 4 4 1615 153rd Street Harvard Western 1712 W 153rd St 2025-03-03 0.625 0.125 4 X 4 4 1616 153rd Street Harvard Western 1708 W 153rd St 2025-03-03 0 0 0 X 4 24 96 Cell Totals 1 62 3 13 504

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
153rd Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 153rd St - Harvard Blvd to Western Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 154th Place Denker Harvard 1611 W 154th 2025-03-03 0.5 0.25 5 X 5 5 252 154th Place Denker Harvard 1611 W 154th 2025-03-03 0.375 0.25 5 X 5 5 253 154th Place Denker Harvard 1637 W 154th 2025-03-03 0.375 0.125 5 X 5 5 254 154th Place Denker Harvard 1637 W 154th 2025-03-03 0.5 0.5 5 X 5 5 255 154th Place Denker Harvard 1637 W 154th 2025-03-03 0.5 0.25 5 X 5 5 256 154th Place Denker Harvard 1647 W 154th 2025-03-03 0.375 0.125 5 X 5 5 257 154th Place Denker Harvard 1647 W 154th 2025-03-03 0.375 0.25 5 X 5 5 258 154th Place Denker Harvard 1647 W 154th 2025-03-03 0.375 0.25 5 X 5 5 259 154th Place Denker Harvard 1651 W 154th 2025-03-03 0.625 0.125 5 X 5 5 25 10 154th Place Denker Harvard 15432 Harvard Blvd on 154th 2025-03-03 0.375 0.25 4 X 4 4 1611 154th Place Denker Harvard 1646 W 154th 2025-03-03 0.5 0.125 4 X 4 4 1612 154th Place Denker Harvard 1642 W 154th 2025-03-03 0.5 0.25 5 X 5 5 2513 154th Place Denker Harvard 1638 W 154th 2025-03-03 0.5 0.125 5 X 5 5 2514 154th Place Denker Harvard 1638 W 154th 2025-03-03 0.75 0.125 5 X 5 5 2515 154th Place Denker Harvard 1638 W 154th 2025-03-03 0.75 0.625 5 X 5 5 2516 154th Place Denker Harvard 1634 W 154th 2025-03-03 0.375 0.25 5 X 5 5 2517 154th Place Denker Harvard 1634 W 154th 2025-03-03 0.5 0.25 5 X 5 5 2518 154th Place Denker Harvard 1634 W 154th 2025-03-03 0.5 0.375 5 X 5 5 2519 154th Place Denker Harvard 1634 W 154th 2025-03-03 0.75 0.25 5 X 5 5 2520 154th Place Denker Harvard 1620 W 154th 2025-03-03 1 0.25 5 X 5 5 2521 154th Place Denker Harvard 15441 Denker Ave on 154th 2025-03-03 0.625 0.625 5 X 5 5 25 Cell Totals 21 103 507

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
154th Place

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 154th Pl - Denker Ave to Harvard Blvd - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 154th Place Harvard Western 1727 W 154th 2025-03-03 1.5 1 6 X 6 6 362 154th Place Harvard Western 1727 W 154th 2025-03-03 0.5 0.5 12 X 15 12 1803 154th Place Harvard Western 15420 western Ave on W 154th 2025-03-03 0.5 0.125 4 X 4 4 164 154th Place Harvard Western 15420 western Ave on W 154th 2025-03-03 1.75 0.25 10 X 10 10 1005 154th Place Harvard Western 15420 western Ave on W 154th 2025-03-03 0.625 0.125 12 X 12 12 1446 154th Place Harvard Western 15420 western Ave on W 154th Pl, L-Cut 2025-03-03 1 0.125 9 X 10 10 100 Cell Totals 6 53 576

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
154th Place

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 154th Pl - Harvard Blvd to Western Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 154th Street Denker Harvard 1603 W 154th St 2025-03-03 0.5 0.5 5 X 5 5 252 154th Street Denker Harvard 1607 W 154th St 2025-03-03 1.625 0.25 5 X 5 5 253 154th Street Denker Harvard 1607 W 154th St 2025-03-03 1 0.125 5 X 5 5 254 154th Street Denker Harvard 1607 W 154th St 2025-03-03 0.625 0.125 5 X 5 5 255 154th Street Denker Harvard 1607 W 154th St 2025-03-03 0.5 0.25 5 X 5 5 256 154th Street Denker Harvard 1607 W 154th St 2025-03-03 1 0.375 5 X 5 5 257 154th Street Denker Harvard 1647 W 154th St 2025-03-03 0.375 0.375 5 X 5 5 258 154th Street Denker Harvard 1651 W 154th St 2025-03-03 0.625 0.125 5 X 5 5 259 154th Street Denker Harvard 1655 W 154th St 2025-03-03 0.5 0.125 5 X 5 5 25 10 154th Street Denker Harvard 1654 W 154th St 2025-03-03 0.75 0.25 5 X 5 5 2511 154th Street Denker Harvard 1648 W 154th St 2025-03-03 0.375 0.125 5 X 5 5 2512 154th Street Denker Harvard 1640 W 154th St 2025-03-03 0.375 0.125 5 X 5 5 2513 154th Street Denker Harvard 1624 W 154th St 2025-03-03 0 0 0 X 0 0 14 154th Street Denker Harvard 1618 W 154th St 2025-03-03 0.5 0.125 5 X 5 5 2515 154th Street Denker Harvard 1604 W 154th St 2025-03-03 0.375 0.25 5 X 5 5 25 Cell Totals 1 70 14 350

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
154th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 154th St - Denker Ave to Harvard Blvd - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 154th Street Harvard Western 1703 W 154th St 2025-03-03 2 2 5 X 5 5 252 154th Street Harvard Western 1703 W 154th St 2025-03-03 0.5 0.25 5 X 5 5 253 154th Street Harvard Western 1703 W 154th St 2025-03-03 1.375 0.75 5 X 5 5 254 154th Street Harvard Western 1703 W 154th St 2025-03-03 1.5 0.125 5 X 5 5 255 154th Street Harvard Western 1717 W 154th St 2025-03-03 0.5 0.375 5 X 5 5 256 154th Street Harvard Western 1721 W 154th St 2025-03-03 0.75 0.125 5 X 5 5 257 154th Street Harvard Western 1735 W 154th St 2025-03-03 0.75 0.125 5 X 5 5 258 154th Street Harvard Western 1735 W 154th St 2025-03-03 0.75 0.5 5 X 5 5 259 154th Street Harvard Western 15350 Western Ave on W 154th St 2025-03-03 0.75 0.125 5.5 X 5 5 25 10 154th Street Harvard Western 15400 Western Ave on W 154th St 2025-03-03 0.75 0.125 5 X 5 5 2511 154th Street Harvard Western 1724 W 154th St 2025-03-03 1 0.625 5 X 5 5 2512 154th Street Harvard Western 1708 W 154th St 2025-03-03 0.75 0.125 5 X 5 5 2513 154th Street Harvard Western 1704 W 154th St 2025-03-03 0.75 0.125 5 X 5 5 2514 154th Street Harvard Western 1704 W 154th St 2025-03-03 1.25 0.375 5 X 5 5 2515 154th Street Harvard Western 1704 W 154th St 2025-03-03 0.625 0.125 5 X 5 5 25 Cell Totals 15 76 375

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
154th Street

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - 154th St - Harvard Blvd to Western Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Berendo Avenue Marine Rosecrans AF 1103 Marine Ave on 149th St 2025-03-04 0 0 0 X 11 11 1212 Berendo Avenue Marine Rosecrans AF 1103 Marine Ave on 149th St 2025-03-04 0.625 0.125 7 X 7 7 493 Berendo Avenue Marine Rosecrans AF 1103 Marine Ave on 149th St 2025-03-04 0 0 0 X 10 20 2004 Berendo Avenue Marine Rosecrans AF 1102 150th St on 149th St 2025-03-04 0.75 0.5 7.5 X 7 7 495 Berendo Avenue Marine Rosecrans AF 1103 150th St on 149th St 2025-03-04 0 0 0 X 7 7 496 Berendo Avenue Marine Rosecrans AF 1103 149th St on 149th St 2025-03-04 0 0 0 X 7 14 987 Berendo Avenue Marine Rosecrans AF 1103 149th St on 149th St 2025-03-04 0 0 0 X 7 14 988 Berendo Avenue Marine Rosecrans AF 1103 149th St on 149th St 2025-03-04 0 0 0 X 7 21 1479 Berendo Avenue Marine Rosecrans AF 1103 149th St on 149th St 2025-03-04 0.75 0.5 11 X 10 10 100 10 Berendo Avenue Marine Rosecrans AF 14811 Berendo Ave 2025-03-04 0.75 0.5 11 X 11 11 12111 Berendo Avenue Marine Rosecrans 14800 Berendo Ave 2025-03-04 1.5 0.625 4 X 4 4 1612 Berendo Avenue Marine Rosecrans 14800 Berendo Ave 2025-03-04 0.5 0.375 4 X 4 4 1613 Berendo Avenue Marine Rosecrans 14734 Berendo Ave 2025-03-04 1.875 1.25 4 X 4 4 1614 Berendo Avenue Marine Rosecrans 14730 Berendo Ave 2025-03-04 0.875 0.125 4 X 4 4 1615 Berendo Avenue Marine Rosecrans 14730 Berendo Ave 2025-03-04 0.75 0.125 4 X 4 4 1616 Berendo Avenue Marine Rosecrans 14730 Berendo Ave 2025-03-04 0.625 0.375 4 X 4 4 1617 Berendo Avenue Marine Rosecrans 14720 Berendo Ave 2025-03-04 0.875 0.25 4 X 4 4 1618 Berendo Avenue Marine Rosecrans 14700 Berendo Ave 2025-03-04 0.75 0.375 4 X 4 4 1619 Berendo Avenue Marine Rosecrans 14700 Berendo Ave 2025-03-04 1 0.375 4 X 4 4 1620 Berendo Avenue Marine Rosecrans 14700 Berendo Ave 2025-03-04 0.875 0.125 4 X 4 4 1621 Berendo Avenue Marine Rosecrans 14700 Berendo Ave 2025-03-04 0.75 0.5 4 X 4 4 1622 Berendo Avenue Marine Rosecrans 14700 Berendo Ave 2025-03-04 0.75 0.25 4 X 4 4 1623 Berendo Avenue Marine Rosecrans 14700 Berendo Ave 2025-03-04 1.25 0.125 4 X 4 4 1624 Berendo Avenue Marine Rosecrans 14700 Berendo Ave 2025-03-04 0.875 0.75 4 X 4 4 1625 Berendo Avenue Marine Rosecrans 14620 Berendo Ave 2025-03-04 1 0.125 4 X 4 4 1626 Berendo Avenue Marine Rosecrans 14620 Berendo Ave 2025-03-04 0.625 0.625 4 X 4 4 1627 Berendo Avenue Marine Rosecrans AF 14617 Berendo Ave 2025-03-04 0.75 0.5 4 X 4 4 1628 Berendo Avenue Marine Rosecrans AF 14613 Berendo Ave 2025-03-04 0.5 0.25 4 X 4 4 1629 Berendo Avenue Marine Rosecrans AF 14613 Berendo Ave 2025-03-04 0 0 0 X 4 4 1630 Berendo Avenue Marine Rosecrans AF 14609 Berendo Ave 2025-03-04 0.75 0.5 4.5 X 4 4 1631 Berendo Avenue Marine Rosecrans 14518 Berendo Ave, property marker 2025-03-04 0 0 0 X 4 8 3232 Berendo Avenue Marine Rosecrans 14422 Berendo Ave 2025-03-04 0.625 0.625 4 X 4 4 1633 Berendo Avenue Marine Rosecrans 1070 Rosecrans ave on Berendo Ave 2025-03-04 1 0.25 7 X 7 7 4934 Berendo Avenue Marine Rosecrans 1070 Rosecrans ave on Berendo Ave 2025-03-04 1 0.5 12 X 0 0 35 Berendo Avenue Marine Rosecrans 1082 Rosecrans ave on Berendo Ave, T-Cut 2025-03-04 1 0.375 20 X 10 20 200

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Berendo Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Berendo Ave - Marine Ave to Rosecrans Ave - Inspection Report 1 of 2 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Berendo Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
36 Berendo Avenue Marine Rosecrans 1082 Rosecrans ave on Berendo Ave, L-Cut 2025-03-04 0.875 0.125 26 X 10 20 20037 Berendo Avenue Marine Rosecrans 1082 Rosecrans ave on Berendo Ave, C-Cut 2025-03-04 1 0.625 26 X 10 20 20038 Berendo Avenue Marine Rosecrans 1122 Rosecrans ave on Berendo Ave, 2025-03-04 0.875 0.75 4 X 4 4 1639 Berendo Avenue Marine Rosecrans 1122 Rosecrans ave on Berendo Ave, 2025-03-04 0 0 0 X 4 40 16040 Berendo Avenue Marine Rosecrans 1122 Rosecrans ave on Berendo Ave, 2025-03-04 0.875 0.875 4 X 4 4 1641 Berendo Avenue Marine Rosecrans 14413 Berendo Ave 2025-03-04 0 0 0 X 4 24 9642 Berendo Avenue Marine Rosecrans 14423 Berendo Ave 2025-03-04 0 0 0 X 4 12 4843 Berendo Avenue Marine Rosecrans 14427 Berendo Ave 2025-03-04 0.625 0.625 4 X 4 4 1644 Berendo Avenue Marine Rosecrans 14427 Berendo Ave 2025-03-04 0.5 0.125 4 X 4 4 1645 Berendo Avenue Marine Rosecrans 14427 Berendo Ave 2025-03-04 0.625 0.5 4 XX 4 4 1646 Berendo Avenue Marine Rosecrans 14429 Berendo Ave 2025-03-04 1 0.5 4 X 4 4 1647 Berendo Avenue Marine Rosecrans 14503 Berendo Ave 2025-03-04 1.875 0.625 4.5 X 4 4 1648 Berendo Avenue Marine Rosecrans 14613 Berendo Ave 2025-03-04 1 0.125 4 X 4 4 1649 Berendo Avenue Marine Rosecrans 14629 Berendo Ave 2025-03-04 0.625 0.25 4 X 4 4 1650 Berendo Avenue Marine Rosecrans 14629 Berendo Ave 2025-03-04 1 0.125 4 X 4 4 1651 Berendo Avenue Marine Rosecrans 14711 Berendo Ave 2025-03-04 0.625 0.125 4 X 4 4 1652 Berendo Avenue Marine Rosecrans 14711 Berendo Ave 2025-03-04 1 0.875 4 X 4 4 1653 Berendo Avenue Marine Rosecrans 14711 Berendo Ave 2025-03-04 1 0.25 4 X 4 4 1654 Berendo Avenue Marine Rosecrans 14711 Berendo Ave 2025-03-04 0 0 0 X 4 8 3255 Berendo Avenue Marine Rosecrans 14711 Berendo Ave 2025-03-04 1.375 0.375 4 X 4 4 1656 Berendo Avenue Marine Rosecrans 14711 Berendo Ave 2025-03-04 0.625 0.375 4 X 4 4 1657 Berendo Avenue Marine Rosecrans 14711 Berendo Ave 2025-03-04 1.375 0.25 4 X 4 4 1658 Berendo Avenue Marine Rosecrans 14715 Berendo Ave 2025-03-04 0.75 0.125 4 X 4 4 1659 Berendo Avenue Marine Rosecrans 14803 Berendo Ave 2025-03-04 1.375 0.5 4 X 4 4 1660 Berendo Avenue Marine Rosecrans 14803 Berendo Ave 2025-03-04 0.625 0.125 4 X 4 4 1661 Berendo Avenue Marine Rosecrans 14803 Berendo Ave 2025-03-04 0.875 0.125 4 X 4 4 1662 Berendo Avenue Marine Rosecrans 14803 Berendo Ave 2025-03-04 0 0 0 X X 4 28 11263 Berendo Avenue Marine Rosecrans 14811 Berendo Ave 2025-03-04 0.75 0.5 4 X 4 4 1664 Berendo Avenue Marine Rosecrans 1102 149th St on Berendo Ave 2025-03-04 0.75 0.375 12 X 0 0 65 Berendo Avenue Marine Rosecrans 1103 Marine Ave on Berendo Ave 2025-03-04 0.875 0.125 4 X 4 4 16 Cell Totals 1 309 13 51 2,849
Copy of GAR-3 - Berendo Ave - Marine Ave to Rosecrans Ave - Inspection Report 2 of 2 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Berendo Avenue Redondo Beach Marine 15212 Berendo Ave 2025-03-06 0.375 0.125 9 X 6 6 362 Berendo Avenue Redondo Beach Marine 15212 Berendo Ave, T-Cut 2025-03-06 0.625 0.375 12 X 6 6 363 Berendo Avenue Redondo Beach Marine 15208 Berendo Ave 2025-03-06 0.375 0.375 4 X 4 4 164 Berendo Avenue Redondo Beach Marine 15208 Berendo Ave 2025-03-06 0.75 0.25 4 X 4 4 165 Berendo Avenue Redondo Beach Marine 15204 Berendo Ave 2025-03-06 0.875 0.5 4 X 4 4 166 Berendo Avenue Redondo Beach Marine 15204 Berendo Ave 2025-03-06 0.5 0.125 4 X 4 4 167 Berendo Avenue Redondo Beach Marine 15128 Berendo Ave 2025-03-06 0.625 0.125 4 X 4 4 168 Berendo Avenue Redondo Beach Marine 15124 Berendo Ave 2025-03-06 0.625 0.25 4 X 4 4 169 Berendo Avenue Redondo Beach Marine 15116 Berendo Ave 2025-03-06 0.625 0.25 4 X 4 4 16 10 Berendo Avenue Redondo Beach Marine 15116 Berendo Ave 2025-03-06 0.375 0.375 4 X 4 4 1611 Berendo Avenue Redondo Beach Marine 15116 Berendo Ave 2025-03-06 0.375 0.25 4 X 4 4 1612 Berendo Avenue Redondo Beach Marine 15112 Berendo Ave 2025-03-06 0.5 0.375 4 X 4 4 1613 Berendo Avenue Redondo Beach Marine 1048 Marine Ave on Berendo Ave 2025-03-06 0.5 0.125 4 X 4 4 1614 Berendo Avenue Redondo Beach Marine 1048 Marine Ave on Berendo Ave 2025-03-06 0.5 0.375 8.5 X 6 6 3615 Berendo Avenue Redondo Beach Marine 15101 Berendo Ave 2025-03-06 0.875 0.625 8.5 X 6 6 3616 Berendo Avenue Redondo Beach Marine 15101 Berendo Ave 2025-03-06 1.125 1.125 4 X 4 4 1617 Berendo Avenue Redondo Beach Marine 15101 Berendo Ave 2025-03-06 2 0.75 4 X 4 4 1618 Berendo Avenue Redondo Beach Marine 15103 Berendo Ave 2025-03-06 1.25 1 4 X 4 4 1619 Berendo Avenue Redondo Beach Marine 15103 Berendo Ave 2025-03-06 1.25 0.75 4 X 4 4 1620 Berendo Avenue Redondo Beach Marine 15105 Berendo Ave 2025-03-06 0.625 0.5 4 X 4 4 1621 Berendo Avenue Redondo Beach Marine 15105 Berendo Ave 2025-03-06 0 0 0 X 0 0 22 Berendo Avenue Redondo Beach Marine 15109 Berendo Ave 2025-03-06 1.25 1 4 X 4 4 1623 Berendo Avenue Redondo Beach Marine 15109 Berendo Ave 2025-03-06 0 0 0 X 0 0 24 Berendo Avenue Redondo Beach Marine 15113 Berendo Ave 2025-03-06 0.5 0.5 4 X 4 4 1625 Berendo Avenue Redondo Beach Marine 15113 Berendo Ave 2025-03-06 0.5 0.25 4 X 4 4 1626 Berendo Avenue Redondo Beach Marine 15113 Berendo Ave 2025-03-06 1.5 1.5 4 X 4 4 1627 Berendo Avenue Redondo Beach Marine 15113 Berendo Ave 2025-03-06 2.125 0.5 4 X 4 4 1628 Berendo Avenue Redondo Beach Marine 15117 Berendo Ave 2025-03-06 0.5 0.5 4 X 4 4 1629 Berendo Avenue Redondo Beach Marine 15117 Berendo Ave 2025-03-06 0.5 0.125 4 X 4 4 1630 Berendo Avenue Redondo Beach Marine 15121 Berendo Ave 2025-03-06 1 0.125 4.5 X 4 4 1631 Berendo Avenue Redondo Beach Marine 1115 Redondo Beach Blvd on Berendo Ave, Y-Cut 2025-03-06 1 0.25 6.5 X 4 4 1632 Berendo Avenue Redondo Beach Marine 1115 Redondo Beach Blvd on Berendo Ave 2025-03-06 0.875 0.25 4 X 4 4 1633 Berendo Avenue Redondo Beach Marine 1115 Redondo Beach Blvd on Berendo Ave 2025-03-06 1 0.75 4 X 4 4 1634 Berendo Avenue Redondo Beach Marine 1115 Redondo Beach Blvd on Berendo Ave 2025-03-06 0.5 0.25 4 X 4 4 1635 Berendo Avenue Redondo Beach Marine 1115 Redondo Beach Blvd on Berendo Ave 2025-03-06 0.375 0.375 4 X 4 4 16

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Berendo Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Berendo Ave - Redondo Beach Blvd to Marine Ave - Inspection Report 1 of 2 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Berendo Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
36 Berendo Avenue Redondo Beach Marine 1115 Redondo Beach Blvd on Berendo Ave 2025-03-06 1.5 1.125 4 X 4 4 1637 Berendo Avenue Redondo Beach Marine 1115 Redondo Beach Blvd on Berendo Ave 2025-03-06 0.625 0.25 4 X 4 4 1638 Berendo Avenue Redondo Beach Marine 1115 Redondo Beach Blvd on Berendo Ave 2025-03-06 0.75 0.75 4 X 4 4 1639 Berendo Avenue Redondo Beach Marine 1115 Redondo Beach Blvd on Berendo Ave 2025-03-06 0.625 0.625 4 X 4 4 1640 Berendo Avenue Redondo Beach Marine 1115 Redondo Beach Blvd on Berendo Ave 2025-03-06 0.625 0.125 4 X 4 4 16 Cell Totals 2 177 38 688
Copy of GAR-3 - Berendo Ave - Redondo Beach Blvd to Marine Ave - Inspection Report 2 of 2 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Budlong Avenue Marine Rosecrans 1169 Marine Ave on Budlong Ave 2025-03-04 0.875 0.25 4 X 4 4 162 Budlong Avenue Marine Rosecrans 1169 Marine Ave on Budlong Ave 2025-03-04 1.125 0.5 4 X 4 4 163 Budlong Avenue Marine Rosecrans 1169 Marine Ave on Budlong Ave 2025-03-04 0.375 0.125 4 X 4 4 164 Budlong Avenue Marine Rosecrans 1168 W 150th St on Budlong Ave 2025-03-04 0.625 0.5 4 X 4 4 165 Budlong Avenue Marine Rosecrans 1168 W 150th St on Budlong Ave 2025-03-04 1 0.25 4 X 4 4 166 Budlong Avenue Marine Rosecrans 1169 W 150th St on Budlong Ave 2025-03-04 0.625 0.5 4 X 4 4 167 Budlong Avenue Marine Rosecrans 1169 W 150th St on Budlong Ave 2025-03-04 0.75 0.125 4 X 4 4 168 Budlong Avenue Marine Rosecrans 14828 S Budlong Ave 2025-03-04 2.25 1 4 X 4 4 169 Budlong Avenue Marine Rosecrans 14828 S Budlong Ave 2025-03-04 1.125 0.125 4 X 4 4 16 10 Budlong Avenue Marine Rosecrans 14824 S Budlong Ave 2025-03-04 0.625 0.125 4 X 4 4 1611 Budlong Avenue Marine Rosecrans 14824 S Budlong Ave 2025-03-04 0.75 0.5 4 X 4 4 1612 Budlong Avenue Marine Rosecrans 14816 S Budlong Ave 2025-03-05 0.75 0.125 4 X 4 4 1613 Budlong Avenue Marine Rosecrans 14816 S Budlong Ave 2025-03-05 0.5 0.125 4 X 4 4 1614 Budlong Avenue Marine Rosecrans 14816 S Budlong Ave 2025-03-05 0.75 0.625 4 X 4 4 1615 Budlong Avenue Marine Rosecrans 14718 S Budlong Ave 2025-03-05 0.5 0.125 4 X 4 4 1616 Budlong Avenue Marine Rosecrans 14718 S Budlong Ave 2025-03-05 0.375 0.25 4 X 4 4 1617 Budlong Avenue Marine Rosecrans 14718 S Budlong Ave 2025-03-05 0.5 0.375 4 X 4 4 1618 Budlong Avenue Marine Rosecrans 14634 S Budlong Ave 2025-03-05 1.25 0.875 5 X 5 5 2519 Budlong Avenue Marine Rosecrans 14634 S Budlong Ave 2025-03-05 0.5 0.125 5 X 5 5 2520 Budlong Avenue Marine Rosecrans 14634 S Budlong Ave 2025-03-05 0.875 0.25 5 X 5 5 2521 Budlong Avenue Marine Rosecrans 14618 S Budlong Ave 2025-03-05 0.5 0.25 4 X 4 4 1622 Budlong Avenue Marine Rosecrans 14616 S Budlong Ave 2025-03-05 0.75 0.125 4 X 4 4 1623 Budlong Avenue Marine Rosecrans 14616 S Budlong Ave 2025-03-05 0.625 0.375 4 X 4 4 1624 Budlong Avenue Marine Rosecrans 14544 S Budlong Ave 2025-03-05 0.75 0.625 4.5 X 5 5 2525 Budlong Avenue Marine Rosecrans 14544 S Budlong Ave 2025-03-05 0.875 0.125 4 X 4 4 1626 Budlong Avenue Marine Rosecrans 14544 S Budlong Ave 2025-03-05 0.875 0.625 4 X 4 4 1627 Budlong Avenue Marine Rosecrans 14538 S Budlong Ave 2025-03-05 0.625 0.625 4 X 4 4 1628 Budlong Avenue Marine Rosecrans 14530 S Budlong Ave 2025-03-05 0.5 0.125 4 X 4 4 1629 Budlong Avenue Marine Rosecrans 14530 S Budlong Ave 2025-03-05 0.75 0.125 4 X 4 4 1630 Budlong Avenue Marine Rosecrans 14520 S Budlong Ave 2025-03-05 0.875 0.25 4 X 4 4 1631 Budlong Avenue Marine Rosecrans 14440 S Budlong Ave 2025-03-05 0.875 0.125 4 X 1 1 132 Budlong Avenue Marine Rosecrans 14440 S Budlong Ave 2025-03-05 0.625 0.125 4 X 4 4 1633 Budlong Avenue Marine Rosecrans 14428 S Budlong Ave 2025-03-05 0.5 0.125 4 X 4 4 1634 Budlong Avenue Marine Rosecrans 14428 S Budlong Ave 2025-03-05 1 0.75 4 X 4 4 1635 Budlong Avenue Marine Rosecrans 14412 S Budlong Ave 2025-03-05 0.5 0.25 4 X 4 4 16

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Budlong Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Budlong Ave - Marine Ave to Rosecrans Ave - Inspection Report 1 of 3 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Budlong Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
36 Budlong Avenue Marine Rosecrans 14412 S Budlong Ave 2025-03-05 0.875 0.625 4 X 4 4 1637 Budlong Avenue Marine Rosecrans 14404 S Budlong Ave 2025-03-05 0.875 0.5 4 X 4 4 1638 Budlong Avenue Marine Rosecrans 1150 Rosecrans ave on S Budlong Ave 2025-03-05 1 0.25 12 X 12 12 14439 Budlong Avenue Marine Rosecrans 1203 W 144th St on Budlong Ave 2025-03-05 1 0.875 4 X 4 4 1640 Budlong Avenue Marine Rosecrans 1202 W 144th St on Budlong Ave 2025-03-05 0.625 0.25 4 X 4 4 1641 Budlong Avenue Marine Rosecrans 14403 Budlong Ave 2025-03-05 0.625 0.375 4 X 4 4 1642 Budlong Avenue Marine Rosecrans 14411 S Budlong Ave 2025-03-05 1.5 0.125 4 X 4 4 1643 Budlong Avenue Marine Rosecrans AF 14428 S Budlong Ave 2025-03-05 0.75 0.75 4.5 X 4 4 1644 Budlong Avenue Marine Rosecrans 14515 S Budlong Ave 2025-03-05 0.625 0.25 4.5 X 4 4 1645 Budlong Avenue Marine Rosecrans 14519 S Budlong Ave 2025-03-05 0.875 0.5 4 X 4 4 1646 Budlong Avenue Marine Rosecrans 14519 S Budlong Ave 2025-03-05 0.75 0.5 4 X 4 4 1647 Budlong Avenue Marine Rosecrans 14519 S Budlong Ave 2025-03-05 1 0.25 4 X 4 4 1648 Budlong Avenue Marine Rosecrans 14523 S Budlong Ave 2025-03-05 1.375 0.125 4 X 4 4 1649 Budlong Avenue Marine Rosecrans 14523 S Budlong Ave 2025-03-05 0.625 0.625 4.5 X 4 4 1650 Budlong Avenue Marine Rosecrans 14527 S Budlong Ave 2025-03-05 0.875 0.5 4 X 4 4 1651 Budlong Avenue Marine Rosecrans 14535 S Budlong Ave 2025-03-05 0.875 0.125 4 X 4 4 1652 Budlong Avenue Marine Rosecrans 14619 S Budlong Ave 2025-03-05 0.625 0.625 4 X 4 4 1653 Budlong Avenue Marine Rosecrans 1203 146th St on S Budlong Ave 2025-03-05 0.75 0.625 4 X 4 4 1654 Budlong Avenue Marine Rosecrans 1203 146th St on S Budlong Ave 2025-03-05 0.625 0.125 4 X 4 4 1655 Budlong Avenue Marine Rosecrans 1203 146th St on S Budlong Ave 2025-03-05 0.5 0.125 4 X 4 4 1656 Budlong Avenue Marine Rosecrans 1202 146th St on S Budlong Ave 2025-03-05 0.625 0.625 12 X 12 12 14457 Budlong Avenue Marine Rosecrans 1202 146th St on S Budlong Ave 2025-03-05 0.75 0.625 12 X 12 12 14458 Budlong Avenue Marine Rosecrans 1202 146th St on S Budlong Ave 2025-03-05 0.75 0.625 4 X 4 4 1659 Budlong Avenue Marine Rosecrans 1202 146th St on S Budlong Ave 2025-03-05 0.625 0.5 4 X 4 4 1660 Budlong Avenue Marine Rosecrans 14717 S Budlong Ave 2025-03-05 0.625 0.125 5 X 5 5 2561 Budlong Avenue Marine Rosecrans 14803 S Budlong Ave 2025-03-05 0.75 0.625 5 X 5 5 2562 Budlong Avenue Marine Rosecrans 14803 S Budlong Ave 2025-03-05 0.875 0.75 5 X 5 5 2563 Budlong Avenue Marine Rosecrans 14819 S Budlong Ave 2025-03-05 0.625 0.25 4 X 4 4 1664 Budlong Avenue Marine Rosecrans 14819 S Budlong Ave 2025-03-05 0.5 0.125 4 X 4 4 1665 Budlong Avenue Marine Rosecrans 14825 S Budlong Ave 2025-03-05 0.625 0.625 4 X 4 4 1666 Budlong Avenue Marine Rosecrans 14831 S Budlong Ave 2025-03-05 0.625 0.5 4 X 4 4 1667 Budlong Avenue Marine Rosecrans 14903 S Budlong Ave 2025-03-05 0.875 0.125 4 X 4 4 1668 Budlong Avenue Marine Rosecrans 14923 S Budlong Ave 2025-03-05 0.5 0.125 4 X 4 4 1669 Budlong Avenue Marine Rosecrans 15011 S Budlong Ave 2025-03-05 0.625 0.25 4 X 4 4 1670 Budlong Avenue Marine Rosecrans 15011 S Budlong Ave 2025-03-05 1 0.125 4 X 4 4 16 Copy of GAR-3 - Budlong Ave - Marine Ave to Rosecrans Ave - Inspection Report 2 of 3 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Budlong Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Cell Totals 70 312 1,552
Copy of GAR-3 - Budlong Ave - Marine Ave to Rosecrans Ave - Inspection Report 3 of 3 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Budlong Avenue Redondo Beach Marine 1147 W Redondo Beach Blvd on Budlong Ave 2025-03-06 0.625 0.25 11 X 6 6 362 Budlong Avenue Redondo Beach Marine 1147 W Redondo Beach Blvd on Budlong Ave 2025-03-06 0.5 0.25 4 X 4 4 163 Budlong Avenue Redondo Beach Marine 1147 W Redondo Beach Blvd on Budlong Ave 2025-03-06 0.375 0.125 4 X 4 4 164 Budlong Avenue Redondo Beach Marine 15132 Budlong Ave 2025-03-06 0.375 0.125 4 X 4 4 165 Budlong Avenue Redondo Beach Marine 15122 Budlong Ave 2025-03-06 1 0.125 4 X 4 4 166 Budlong Avenue Redondo Beach Marine 15118 Budlong Ave 2025-03-06 0.5 0.125 4 X 4 4 167 Budlong Avenue Redondo Beach Marine 15118 Budlong Ave 2025-03-06 0.5 0.5 4 X 4 4 168 Budlong Avenue Redondo Beach Marine 15118 Budlong Ave 2025-03-06 0.625 0.25 4 X 4 4 169 Budlong Avenue Redondo Beach Marine 15114 Budlong Ave 2025-03-06 0.375 0.125 4 X 4 4 16 10 Budlong Avenue Redondo Beach Marine 15114 Budlong Ave 2025-03-06 0.375 0.25 7.5 X 4 4 1611 Budlong Avenue Redondo Beach Marine 15114 Budlong Ave 2025-03-06 0.625 0.125 4 #REF! 4 4 1612 Budlong Avenue Redondo Beach Marine 1158 Marine Ave on Budlong Ave 2025-03-06 0.5 0.125 4 X 4 4 1613 Budlong Avenue Redondo Beach Marine 1158 Marine Ave on Budlong Ave 2025-03-06 0.375 0.125 4 X 4 4 1614 Budlong Avenue Redondo Beach Marine 15109 Budlong Ave 2025-03-06 0.625 0.25 4 X 4 4 1615 Budlong Avenue Redondo Beach Marine 15109 Budlong Ave 2025-03-06 1.125 0.25 4 X 4 4 1616 Budlong Avenue Redondo Beach Marine 15117 Budlong Ave, L-Cut 2025-03-06 0.625 0.25 12 X 6 6 3617 Budlong Avenue Redondo Beach Marine 15117 Budlong Ave, L-Cut 2025-03-06 1.125 0.375 11 X 6 6 3618 Budlong Avenue Redondo Beach Marine 15117 Budlong Ave, C-Cut 2025-03-06 1.125 0.5 33 X 6 6 3619 Budlong Avenue Redondo Beach Marine 15117 Budlong Ave 2025-03-06 0.75 0.25 8 X 6 6 3620 Budlong Avenue Redondo Beach Marine 15121 Budlong Ave, L-Cut 2025-03-06 0.5 0.25 11 X 6 6 3621 Budlong Avenue Redondo Beach Marine 15127 Budlong Ave 2025-03-06 0.5 0.25 4 X 4 4 1622 Budlong Avenue Redondo Beach Marine 15127 Budlong Ave 2025-03-06 0.5 0.25 4 X 4 4 1623 Budlong Avenue Redondo Beach Marine 15135 Budlong Ave 2025-03-06 0.5 0.25 4 X 4 4 1624 Budlong Avenue Redondo Beach Marine 15205 Budlong Ave, L-Cut 2025-03-06 0.75 0.25 6 X 6 6 3625 Budlong Avenue Redondo Beach Marine 15215 Budlong Ave 2025-03-06 0.5 0.5 4 X 4 4 1626 Budlong Avenue Redondo Beach Marine 15215 Budlong Ave 2025-03-06 0.5 0.125 4 X 4 4 1627 Budlong Avenue Redondo Beach Marine 15215 Budlong Ave 2025-03-06 0.375 0.125 4 X 4 4 1628 Budlong Avenue Redondo Beach Marine 1203 Redondo Beach Blvd Budlong Ave 2025-03-06 0.75 0.125 4 X 4 4 1629 Budlong Avenue Redondo Beach Marine 1203 Redondo Beach Blvd Budlong Ave 2025-03-06 0 0 0 X 0 0 Cell Totals 1 180 #### 588

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Budlong Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Budlong Ave - Redondo Beach Blvd to Marine Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Catalina Avenue 148th 145th 1111 148th St on Catalina Ave 2025-03-03 1 0.5 4 X 4 4 162 Catalina Avenue 148th 145th 1111 148th St on Catalina Ave 2025-03-03 0.625 0.5 4 X 4 4 163 Catalina Avenue 148th 145th 14812 S Catalina Ave 2025-03-03 0.75 0.625 4 X 4 4 164 Catalina Avenue 148th 145th 14812 S Catalina Ave 2025-03-03 0.75 0.125 4 X 4 4 165 Catalina Avenue 148th 145th 14808 S Catalina Ave 2025-03-03 0.375 0.375 4 X 4 4 166 Catalina Avenue 148th 145th 14730 S Catalina Ave 2025-03-03 1 0.5 4 X 4 4 167 Catalina Avenue 148th 145th 14720 S Catalina Ave 2025-03-03 1 0.75 4 X 4 4 168 Catalina Avenue 148th 145th 14720 S Catalina Ave 2025-03-03 0.5 0.125 4 X 4 4 169 Catalina Avenue 148th 145th 14720 S Catalina Ave 2025-03-03 1 0.5 4 X 4 4 16 10 Catalina Avenue 148th 145th 14720 S Catalina Ave 2025-03-03 1 0.25 4 X 4 4 1611 Catalina Avenue 148th 145th 14720 S Catalina Ave, property marker 2025-03-03 0 0 0 X 4 4 16 12 Catalina Avenue 148th 145th 14622 S Catalina Ave 2025-03-03 1 0.625 4 X 4 4 1613 Catalina Avenue 148th 145th 14618 S Catalina Ave 2025-03-03 0.625 0.125 4 X 4 4 1614 Catalina Avenue 148th 145th 14618 S Catalina Ave 2025-03-03 1 0.75 4 X 4 4 1615 Catalina Avenue 148th 145th 14612 S Catalina Ave 2025-03-03 0.625 0.25 4 X 4 4 1616 Catalina Avenue 148th 145th 14612 S Catalina Ave 2025-03-03 0.5 0.125 4 X 4 4 1617 Catalina Avenue 148th 145th 14608 S Catalina Ave 2025-03-03 1.375 0.875 4 X 4 4 1618 Catalina Avenue 148th 145th 14503 S Catalina Ave 2025-03-03 0.75 0.5 4 X 4 4 1619 Catalina Avenue 148th 145th 14503 S Catalina Ave 2025-03-03 0.75 0.625 4 X 4 4 1620 Catalina Avenue 148th 145th 14503 S Catalina Ave 2025-03-03 1 1 4 X 4 4 1621 Catalina Avenue 148th 145th 14607 S Catalina Ave 2025-03-03 0.375 0.25 4 X 4 4 1622 Catalina Avenue 148th 145th 14615 S Catalina Ave 2025-03-03 0.625 0.5 4 X 4 4 1623 Catalina Avenue 148th 145th 14619 S Catalina Ave 2025-03-03 0.875 0.125 4 X 4 4 1624 Catalina Avenue 148th 145th 14625 S Catalina Ave 2025-03-03 0.5 0.125 4 X 4 4 1625 Catalina Avenue 148th 145th 14629 S Catalina Ave 2025-03-03 0.625 0.125 4 X 4 4 1626 Catalina Avenue 148th 145th 14705 S Catalina Ave 2025-03-03 1 0.5 4 X 4 4 1627 Catalina Avenue 148th 145th 14715 S Catalina Ave 2025-03-03 0.625 0.375 4 X 4 4 1628 Catalina Avenue 148th 145th 14719 S Catalina Ave 2025-03-03 0.625 0.125 4 X 4 4 1629 Catalina Avenue 148th 145th 14719 S Catalina Ave 2025-03-03 0.875 0.25 4 X 4 4 1630 Catalina Avenue 148th 145th 14723 S Catalina Ave 2025-03-03 1 0.125 4 X 4 4 1631 Catalina Avenue 148th 145th 14729 S Catalina Ave, L-Cut 2025-03-03 1.625 0.75 8.5 X 8 8 6432 Catalina Avenue 148th 145th 14729 S Catalina Ave, 2025-03-03 0.5 0.125 4 X 4 4 1633 Catalina Avenue 148th 145th 14729 S Catalina Ave, 2025-03-03 0.625 0.125 4 X 4 4 1634 Catalina Avenue 148th 145th 14733 S Catalina Ave 2025-03-03 1.25 0.75 4 X 4 4 1635 Catalina Avenue 148th 145th 14811 S Catalina Ave 2025-03-03 1.75 1.125 4 X 4 4 16

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Catalina Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Catalina Ave - 148th St to 145th St - Inspection Report 1 of 2 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Catalina Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
36 Catalina Avenue 148th 145th 14821 S Catalina Ave 2025-03-03 0.625 0.125 4 X 4 4 1637 Catalina Avenue 148th 145th 14821 S Catalina Ave 2025-03-03 0.5 0.5 4 X 4 4 1638 Catalina Avenue 148th 145th 14821 S Catalina Ave 2025-03-03 0.625 0.125 4 X 4 4 1639 Catalina Avenue 148th 145th 14821 S Catalina Ave 2025-03-03 0 0 0 X 4 8 32 Cell Totals 2 153 37 688
Copy of GAR-3 - Catalina Ave - 148th St to 145th St - Inspection Report 2 of 2 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Denker Avenue 147th Marine 14805 Denker Ave 2025-02-28 0.5 0.125 4 X 4 4 162 Denker Avenue 147th Marine 14811 Denker Ave 2025-02-28 0.75 0.5 4 X 4 4 163 Denker Avenue 147th Marine 14811 Denker Ave 2025-02-28 2 0.25 4 X 4 4 164 Denker Avenue 147th Marine 14811 Denker Ave 2025-02-28 0.5 0.375 4 X 4 4 165 Denker Avenue 147th Marine 14901 Denker Ave 2025-02-28 0.375 0.25 4 X 4 4 166 Denker Avenue 147th Marine 14927 Denker Ave 2025-02-28 0.375 0.375 4 X 4 4 167 Denker Avenue 147th Marine 1601 Marine Ave on Denker Ave 2025-02-28 0.75 0.5 12 X 4 4 168 Denker Avenue 147th Marine 15030 Denker Ave 2025-02-28 0.625 0.5 4 X 4 4 169 Denker Avenue 147th Marine 15030 Denker Ave 2025-02-28 0.875 0.625 4 X 4 4 16 10 Denker Avenue 147th Marine 15016 Denker Ave 2025-02-28 0.875 0.25 4 X 4 4 1611 Denker Avenue 147th Marine 14934 Denker Ave 2025-02-28 0.5 0.125 4 X 4 4 1612 Denker Avenue 147th Marine 14908 Denker Ave 2025-02-28 0.625 0.375 4 X 0 44 13 Denker Avenue 147th Marine 14908 Denker Ave 2025-02-28 0.75 0.25 4 X 4 4 1614 Denker Avenue 147th Marine 14908 Denker Ave 2025-02-28 0.625 0.25 4 X 4 4 1615 Denker Avenue 147th Marine 14904 Denker Ave 2025-02-28 0.75 0.25 4 X 4 4 1616 Denker Avenue 147th Marine 14812 Denker Ave 2025-02-28 0.5 0.375 4 X 4 4 1617 Denker Avenue 147th Marine 14812 Denker Ave 2025-02-28 0.5 0.125 4 X 4 4 1618 Denker Avenue 147th Marine 14808 Denker Ave 2025-02-28 0.625 0.25 4 X 4 4 16 Cell Totals 18 80 272

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Denker Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Denker Ave - 147th St to Marine Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Denker Avenue 147th Rosecrans 14626 Denker Ave 2025-03-03 0.5 0.125 4.5 X 4 4 162 Denker Avenue 147th Rosecrans 14626 Denker Ave 2025-03-03 0.625 0.125 4.5 X 4 4 163 Denker Avenue 147th Rosecrans 14522 Denker Ave 2025-03-03 0.625 0.5 4 X 4 4 164 Denker Avenue 147th Rosecrans 14402 Denker Ave 2025-03-03 0.625 0.125 4 X 4 4 165 Denker Avenue 147th Rosecrans 1612 Rosecrans ave on Denker Ave 2025-03-03 0.625 0.5 7 X 7 7 496 Denker Avenue 147th Rosecrans 14335 Denker Ave 2025-03-03 0.75 0.375 5 X 5 5 257 Denker Avenue 147th Rosecrans 14335 Denker Ave 2025-03-03 0.875 0.25 5 X 5 5 258 Denker Avenue 147th Rosecrans 14335 Denker Ave, L-Cut 2025-03-03 1 0.125 10 X 5 10 509 Denker Avenue 147th Rosecrans 14615 Denker Ave 2025-03-03 0.875 0.75 4 X 4 8 32 10 Denker Avenue 147th Rosecrans 14615 Denker Ave 2025-03-03 0.5 0.125 4 X 4 4 1611 Denker Avenue 147th Rosecrans 14615 Denker Ave 2025-03-03 0 0 0 X 5 15 7512 Denker Avenue 147th Rosecrans 14633 Denker Ave 2025-03-03 1.125 0.25 4 X 4 4 16 Cell Totals 1 56 11 352

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Denker Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Denker Ave - 147th St to Rosecrans Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Denker Avenue Marine Redondo Beach 1604 Marine Ave on Denker Ave, L-Cut 2025-03-03 0.5 0.375 7 X 4 4 162 Denker Avenue Marine Redondo Beach 1604 Marine Ave on Denker Ave, L-Cut 2025-03-03 0.375 0.125 5 X 5 5 253 Denker Avenue Marine Redondo Beach 1605 153rd St on Denker Ave 2025-03-03 0.375 0.125 5 X 5 5 254 Denker Avenue Marine Redondo Beach 1605 153rd St on Denker Ave, L-Cut 2025-03-03 0.5 0.25 13.5 X 4 4 165 Denker Avenue Marine Redondo Beach 1605 153rd St on Denker Ave, L-Cut 2025-03-03 0.75 0.375 5 X 5 5 256 Denker Avenue Marine Redondo Beach 1605 153rd St on Denker Ave 2025-03-03 0.5 0.125 4 X 4 4 167 Denker Avenue Marine Redondo Beach 1605 153rd St on Denker Ave 2025-03-03 0.375 0.25 5 X 5 5 258 Denker Avenue Marine Redondo Beach 1605 153rd St on Denker Ave 2025-03-03 0.75 0.25 4 X 4 4 169 Denker Avenue Marine Redondo Beach 1605 153rd St on Denker Ave 2025-03-03 0.625 0.25 5 X 5 5 25 10 Denker Avenue Marine Redondo Beach 1604 153rd St on Denker Ave 2025-03-03 0.375 0.375 5 X 5 5 2511 Denker Avenue Marine Redondo Beach 1604 153rd St on Denker Ave 2025-03-03 0.375 0.375 5 X 5 5 2512 Denker Avenue Marine Redondo Beach 1603 154th St on Denker Ave 2025-03-03 0.75 0.5 5 X 5 5 2513 Denker Avenue Marine Redondo Beach 1603 154th St on Denker Ave 2025-03-03 0 0 0 X 0 0 14 Denker Avenue Marine Redondo Beach 1603 154th Pl on Denker Ave 2025-03-03 0.375 0.125 5 X 5 5 2515 Denker Avenue Marine Redondo Beach 1603 154th Pl on Denker Ave 2025-03-03 0.375 0.25 5.5 X 5 5 2516 Denker Avenue Marine Redondo Beach 1601 W Redondo Beach Blvd on Denker Ave 2025-03-03 0.5 0.25 11.5 X 5 5 2517 Denker Avenue Marine Redondo Beach 1601 W Redondo Beach Blvd on Denker Ave 2025-03-03 0.625 0.25 11.5 X 5 5 2518 Denker Avenue Marine Redondo Beach 15448 Denker Ave, Z-Cut 2025-03-03 0.875 0.25 11 X 5 5 2519 Denker Avenue Marine Redondo Beach 15448 Denker Ave 2025-03-03 0.75 0.25 8 X 4 4 1620 Denker Avenue Marine Redondo Beach 15448 Denker Ave, L-Cut 2025-03-03 0.625 0.25 15 X 4 4 1621 Denker Avenue Marine Redondo Beach 15448 Denker Ave 2025-03-03 0.5 0.125 4 X 4 4 1622 Denker Avenue Marine Redondo Beach 15448 Denker Ave 2025-03-03 0.5 0.125 4 X 4 4 1623 Denker Avenue Marine Redondo Beach 15448 Denker Ave 2025-03-03 0.375 0.375 8 X 8 8 6424 Denker Avenue Marine Redondo Beach 1548 W 154th Pl on Denker Ave 2025-03-03 0.75 0.25 8 X 8 8 6425 Denker Avenue Marine Redondo Beach 1548 W 154th Pl on Denker Ave 2025-03-03 0.625 0.5 7 X 5 5 2526 Denker Avenue Marine Redondo Beach 1548 W 154th Pl on Denker Ave 2025-03-03 0.625 0.25 7 X 5 5 25 Cell Totals 1 174 25 631

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Denker Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Denker Ave - Marine Ave to Redondo Beach Blvd - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Halldale Avenue 147th Marine 14707 Halldale Ave 2025-02-28 0.5 0.375 4 X 4 4 162 Halldale Avenue 147th Marine 14707 Halldale Ave 2025-02-28 0.5 0.375 4 X 4 4 163 Halldale Avenue 147th Marine 14803 Halldale Ave 2025-02-28 0.375 0.125 4 X 4 4 164 Halldale Avenue 147th Marine 14809 Halldale Ave 2025-02-28 0.5 0.375 4 X 4 4 165 Halldale Avenue 147th Marine 14903 Halldale Ave 2025-02-28 0.625 0.125 4 X 4 4 166 Halldale Avenue 147th Marine 14903 Halldale Ave 2025-02-28 0.625 0.125 4 X 4 4 167 Halldale Avenue 147th Marine 14903 Halldale Ave 2025-02-28 0.375 0.125 4 X 4 4 168 Halldale Avenue 147th Marine 14907 Halldale Ave 2025-02-28 1.875 1.125 4 X 4 4 169 Halldale Avenue 147th Marine 14911 Halldale Ave 2025-02-28 0.75 0.625 4 X 4 4 16 10 Halldale Avenue 147th Marine 14911 Halldale Ave 2025-02-28 1.375 0.75 4 X 4 4 1611 Halldale Avenue 147th Marine 14911 Halldale Ave 2025-02-28 0.5 0.375 4 X 4 4 1612 Halldale Avenue 147th Marine 14915 Halldale Ave 2025-02-28 0.5 0.5 4 X 4 4 1613 Halldale Avenue 147th Marine 14915 Halldale Ave 2025-02-28 0.75 0.5 4 X 4 4 1614 Halldale Avenue 147th Marine 15005 Halldale Ave 2025-02-28 0.625 0.375 4 X 4 4 1615 Halldale Avenue 147th Marine 15025 Halldale Ave 2025-02-28 1 0.125 4 X 4 4 1616 Halldale Avenue 147th Marine 15025 Halldale Ave, C-Cut 2025-02-28 1 0.25 9 X 4 4 1617 Halldale Avenue 147th Marine 15025 Halldale Ave, C-Cut 2025-02-28 0 0 0 X 0 0 18 Halldale Avenue 147th Marine 15025 Halldale Ave 2025-02-28 0.625 0.5 4 X 4 4 1619 Halldale Avenue 147th Marine 15000 Halldale Ave 2025-02-28 1 0.625 4 X 4 4 1620 Halldale Avenue 147th Marine 15000 Halldale Ave 2025-02-28 0 0 0 X 0 0 21 Halldale Avenue 147th Marine 15000 Halldale Ave 2025-02-28 0.625 0.25 4 X 4 4 1622 Halldale Avenue 147th Marine 15000 Halldale Ave 2025-02-28 1.875 1.375 4 X 4 4 1623 Halldale Avenue 147th Marine 14928 Halldale Ave 2025-02-28 0.75 0.75 4 X 4 4 1624 Halldale Avenue 147th Marine 14928 Halldale Ave 2025-02-28 0.875 0.75 4 X 4 4 1625 Halldale Avenue 147th Marine 14928 Halldale Ave 2025-02-28 1.125 0.375 4 X 4 4 1626 Halldale Avenue 147th Marine 14916 Halldale Ave 2025-02-28 0.625 0.25 4 X 4 4 1627 Halldale Avenue 147th Marine 14916 Halldale Ave 2025-02-28 0.625 0.25 4 X 4 4 1628 Halldale Avenue 147th Marine 14916 Halldale Ave 2025-02-28 1.875 0.375 4 X 4 4 1629 Halldale Avenue 147th Marine 14908 Halldale Ave 2025-02-28 1 0.75 4 X 4 4 1630 Halldale Avenue 147th Marine 14908 Halldale Ave 2025-02-28 0.625 0.125 4 X 4 4 1631 Halldale Avenue 147th Marine 14904 Halldale Ave 2025-02-28 1 0.125 4 X 4 4 1632 Halldale Avenue 147th Marine 14904 Halldale Ave 2025-02-28 1.125 0.25 4 X 4 4 1633 Halldale Avenue 147th Marine 14828 Halldale Ave 2025-02-28 0.5 0.375 4 X 4 4 1634 Halldale Avenue 147th Marine 14702 Halldale Ave 2025-02-28 0.625 0.125 4 X 4 4 1635 Halldale Avenue 147th Marine 14702 Halldale Ave 2025-02-28 0.875 0.25 4 X 4 4 16

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Halldale Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Halldale Ave - 147th St to Marine Ave - Inspection Report 1 of 2 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Halldale Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Cell Totals 2 137 33 528
Copy of GAR-3 - Halldale Ave - 147th St to Marine Ave - Inspection Report 2 of 2 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Halldale Avenue 147th Rosecrans 14708 Halldale Ave 2025-03-03 0.5 0.375 4 X 4 4 162 Halldale Avenue 147th Rosecrans 14640 Halldale Ave 2025-03-03 0.75 0.5 4 X 4 4 163 Halldale Avenue 147th Rosecrans 14630 Halldale Ave 2025-03-03 0.625 0.25 6.5 X 6 6 364 Halldale Avenue 147th Rosecrans 14630 Halldale Ave 2025-03-03 0.625 0.25 7 X 6 6 365 Halldale Avenue 147th Rosecrans 14614 Halldale Ave 2025-03-03 0.5 0.125 4.5 X 4 4 166 Halldale Avenue 147th Rosecrans 14532 Halldale Ave 2025-03-03 0.375 0.25 4 X 4 4 167 Halldale Avenue 147th Rosecrans 14526 Halldale Ave 2025-03-03 0.5 0.25 4 X 4 4 168 Halldale Avenue 147th Rosecrans 14406 Halldale Ave 2025-03-03 0.625 0.625 8 X 8 8 649 Halldale Avenue 147th Rosecrans 14406 Halldale Ave 2025-03-03 0.875 0.5 8 X 8 8 64 10 Halldale Avenue 147th Rosecrans 1510 Rosecrans Ave on Halldale Ave, C-Cut 2025-03-03 1 0.375 14.5 X 6 6 3611 Halldale Avenue 147th Rosecrans 14315 Halldale Ave, L-Cut 2025-03-03 1 0.625 16 X 6 6 3612 Halldale Avenue 147th Rosecrans 14403 Halldale Ave 2025-03-03 0.5 0.25 8 X 8 8 6413 Halldale Avenue 147th Rosecrans 14403 Halldale Ave 2025-03-03 1.375 0.75 4 X 4 4 1614 Halldale Avenue 147th Rosecrans 14519 Halldale Ave 2025-03-03 0 0 0 X 0 0 15 Halldale Avenue 147th Rosecrans 14519 Halldale Ave 2025-03-03 0 0 0 X 0 0 16 Halldale Avenue 147th Rosecrans 1503 146th St on Halldale Ave 2025-03-03 0 0 0 X 0 0 17 Halldale Avenue 147th Rosecrans 14619 Halldale Ave 2025-03-03 0.5 0.125 4 X 4 4 1618 Halldale Avenue 147th Rosecrans 14619 Halldale Ave 2025-03-03 0.625 0.375 4 X 4 4 1619 Halldale Avenue 147th Rosecrans 14631 Halldale Ave 2025-03-03 0 0 0 X 0 0 20 Halldale Avenue 147th Rosecrans 14635 Halldale Ave 2025-03-03 0.75 0.5 4 X 4 4 16 Cell Totals 4 105 16 480

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Halldale Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Halldale Ave - 147th St to Rosecrans Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Halldale Avenue 153rd Marine 1448 W 152nd St on Halldale Ave 2025-03-03 0.5 0.25 4 X 4 4 162 Halldale Avenue 153rd Marine 1448 W 152nd St on Halldale Ave 2025-03-03 0.5 0.25 4.5 X 4 4 163 Halldale Avenue 153rd Marine 1458 Marine Ave on Halldale Ave, L-Cut 2025-03-03 1.25 0.25 9.5 X 5 10 504 Halldale Avenue 153rd Marine 1458 Marine Ave on Halldale Ave, 2025-03-03 0.625 0.125 4 X 4 4 165 Halldale Avenue 153rd Marine 1458 Marine Ave on Halldale Ave, 2025-03-03 0.5 0.25 4 X 4 4 166 Halldale Avenue 153rd Marine 1458 Marine Ave on Halldale Ave, 2025-03-03 0.75 0.5 5 X 5 5 25 Cell Totals 6 31 139

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Halldale Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Halldale Ave - 153rd St to Marine Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Harvard Blvd. 147th Marine 1704 147th St on Harvard Blvd 2025-02-28 0.375 0.375 4 X 4 4 162 Harvard Blvd. 147th Marine 1704 147th St on Harvard Blvd 2025-02-28 0.75 0.625 4 X 4 4 163 Harvard Blvd. 147th Marine 1704 147th St on Harvard Blvd 2025-02-28 0.875 0.625 4 X 4 4 164 Harvard Blvd. 147th Marine 1704 147th St on Harvard Blvd 2025-02-28 0.375 0.375 4 X 4 4 165 Harvard Blvd. 147th Marine 1703 149th St on Harvard Blvd 2025-02-28 0.5 0.25 4 X 4 4 166 Harvard Blvd. 147th Marine 1703 149th St on Harvard Blvd 2025-02-28 0.75 0.125 4 X 4 4 167 Harvard Blvd. 147th Marine 1704 149th St on Harvard Blvd 2025-02-28 0 0 0 X 0 0 8 Harvard Blvd. 147th Marine 1704 149th St on Harvard Blvd 2025-02-28 0.5 0.25 4 X 4 4 169 Harvard Blvd. 147th Marine 14909 S Harvard Blvd 2025-02-28 1 0.25 4 X 4 4 16 10 Harvard Blvd. 147th Marine 14909 S Harvard Blvd 2025-02-28 0.375 0.375 4 X 4 4 1611 Harvard Blvd. 147th Marine 14909 S Harvard Blvd 2025-02-28 0.625 0.125 4 X 4 4 1612 Harvard Blvd. 147th Marine 15007 S Harvard Blvd 2025-02-28 0.875 0.125 4 X 4 4 1613 Harvard Blvd. 147th Marine 1655 Marine Ave on Harvard Blvd 2025-02-28 0.625 0.375 4 X 4 4 1614 Harvard Blvd. 147th Marine 1655 Marine Ave on Harvard Blvd 2025-02-28 1.875 1.25 4 X 4 4 1615 Harvard Blvd. 147th Marine 1655 Marine Ave on Harvard Blvd 2025-02-28 0.375 0.25 4 X 4 4 1616 Harvard Blvd. 147th Marine 1655 Marine Ave on Harvard Blvd 2025-02-28 0.75 0.125 4 X 4 4 1617 Harvard Blvd. 147th Marine 1655 Marine Ave on Harvard Blvd 2025-02-28 0.5 0.125 4 X 4 4 1618 Harvard Blvd. 147th Marine 1655 Marine Ave on Harvard Blvd 2025-02-28 0 0 0 X 0 0 19 Harvard Blvd. 147th Marine 15004 S Harvard Blvd 2025-02-28 0.375 0.125 4 X 4 4 1620 Harvard Blvd. 147th Marine 14934 S Harvard Blvd 2025-02-28 0.5 0.375 4 X 4 4 1621 Harvard Blvd. 147th Marine 14918 S Harvard Blvd 2025-02-28 0.625 0.25 4 X 4 4 1622 Harvard Blvd. 147th Marine 14918 S Harvard Blvd 2025-02-28 0.5 0.5 4 X 4 4 1623 Harvard Blvd. 147th Marine 14918 S Harvard Blvd 2025-02-28 0.625 0.25 4 X 4 4 1624 Harvard Blvd. 147th Marine 14902 S Harvard Blvd 2025-02-28 0.375 0.125 4 X 4 4 1625 Harvard Blvd. 147th Marine 14828 S Harvard Blvd 2025-02-28 0.5 0.125 4 X 4 4 1626 Harvard Blvd. 147th Marine 14812 S Harvard Blvd 2025-02-28 0.875 0.75 4 X 4 4 1627 Harvard Blvd. 147th Marine 14708 S Harvard Blvd 2025-02-28 0.5 0.375 4 X 4 4 16 Cell Totals 2 100 25 400

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Harvard Blvd.

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Harvard Blvd - 147th St to Marine Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Harvard Blvd. 154th to End 15439 S Harvard Blvd 2025-03-03 0.5 0.125 4 X 4 4 162 Harvard Blvd. 154th to End 15439 S Harvard Blvd 2025-03-03 0.875 0.5 4 X 4 1 43 Harvard Blvd. 154th to End 15443 S Harvard Blvd 2025-03-03 1.5 1.25 4 X 4 4 164 Harvard Blvd. 154th to End 15447 S Harvard Blvd 2025-03-03 0 0 0 X 4 8 325 Harvard Blvd. 154th to End 15447 S Harvard Blvd 2025-03-03 1 0.5 4 X 4 4 166 Harvard Blvd. 154th to End 15503 S Harvard Blvd 2025-03-03 0.625 0.125 4 X 4 4 167 Harvard Blvd. 154th to End 15503 S Harvard Blvd 2025-03-03 0.875 0.5 4 X 4 4 168 Harvard Blvd. 154th to End 15507 S Harvard Blvd 2025-03-03 1.375 1 4 X 4 4 169 Harvard Blvd. 154th to End 15504 S Harvard Blvd 2025-03-03 0.75 0.625 4 X 4 4 16 10 Harvard Blvd. 154th to End 15448 S Harvard Blvd 2025-03-03 0.75 0.5 4 X 4 4 1611 Harvard Blvd. 154th to End 15448 S Harvard Blvd 2025-03-03 0.625 0.25 4 X 4 4 16 Cell Totals 1 40 10 180

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Harvard Blvd.

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Harvard Blvd - 154th Pl to End - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Harvard Blvd. 154th Marine 1658 153rd St on Harvard Blvd 2025-03-03 0.875 0.75 4 X 4 4 162 Harvard Blvd. 154th Marine AF 1703 153rd St on Harvard Blvd 2025-03-03 0.5 0.125 3.5 X 5 5 253 Harvard Blvd. 154th Marine AF 1703 153rd St on Harvard Blvd 2025-03-03 0.875 0.375 5.5 X 5 5 254 Harvard Blvd. 154th Marine AF 1703 153rd St on Harvard Blvd 2025-03-03 0.75 0.5 5 X 5 5 25 Cell Totals 4 18 91

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Harvard Blvd.

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Harvard Blvd - 154th Pl to Marine Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Kingsley Drive 147th Marine 14703 Kingsley Dr 2025-02-28 2.125 0.25 4 X 4 4 162 Kingsley Drive 147th Marine 14703 Kingsley Dr 2025-02-28 0 0 0 X 0 0 3 Kingsley Drive 147th Marine 14709 Kingsley Dr 2025-02-28 0.5 0.125 4 X 4 4 164 Kingsley Drive 147th Marine 14709 Kingsley Dr 2025-02-28 0.5 0.25 4 X 4 4 165 Kingsley Drive 147th Marine 14709 Kingsley Dr 2025-02-28 1.75 1.125 4 X 4 4 166 Kingsley Drive 147th Marine 14709 Kingsley Dr 2025-02-28 0.625 0.375 4 X 4 4 167 Kingsley Drive 147th Marine 14801 Kingsley Dr 2025-02-28 0.875 0.5 4 X 4 4 168 Kingsley Drive 147th Marine 14801 Kingsley Dr 2025-02-28 0 0 0 X 0 0 9 Kingsley Drive 147th Marine 14811 Kingsley Dr 2025-02-28 0 0 0 X 0 0 10 Kingsley Drive 147th Marine 14817 Kingsley Dr 2025-02-28 0.75 0.375 4 X 4 4 1611 Kingsley Drive 147th Marine 14817 Kingsley Dr 2025-02-28 1 0.625 4 X 4 4 1612 Kingsley Drive 147th Marine 14921 Kingsley Dr 2025-02-28 0.5 0.125 4 X 4 4 1613 Kingsley Drive 147th Marine 15009 Kingsley Dr 2025-02-28 1 0.25 4 X 4 4 1614 Kingsley Drive 147th Marine 15009 Kingsley Dr 2025-02-28 0.625 0.375 4 X 4 4 1615 Kingsley Drive 147th Marine 1537 Marine Ave on Kingsley Dr 2025-02-28 0.375 0.125 4 X 4 4 1616 Kingsley Drive 147th Marine 1537 Marine Ave on Kingsley Dr 2025-02-28 0.5 0.5 4 X 4 4 1617 Kingsley Drive 147th Marine 1537 Marine Ave on Kingsley Dr 2025-02-28 0.75 0.375 4 X 4 4 1618 Kingsley Drive 147th Marine 15020 Kingsley Dr 2025-02-28 0 0 0 X 0 0 19 Kingsley Drive 147th Marine 15020 Kingsley Dr 2025-02-28 0.75 0.625 4 X 4 4 1620 Kingsley Drive 147th Marine 14918 Kingsley Dr 2025-02-28 0.5 0.125 4 X 4 4 1621 Kingsley Drive 147th Marine 14904 Kingsley Dr 2025-02-28 0.5 0.25 4 X 4 4 1622 Kingsley Drive 147th Marine 14810 Kingsley Dr 2025-02-28 0.375 0.375 4 X 4 4 1623 Kingsley Drive 147th Marine 14810 Kingsley Dr 2025-02-28 0.375 0.375 4 X 4 4 1624 Kingsley Drive 147th Marine 14804 Kingsley Dr 2025-02-28 0.375 0.25 4 X 4 4 1625 Kingsley Drive 147th Marine 14704 Kingsley Dr 2025-02-28 0.875 0.125 4 X 4 4 1626 Kingsley Drive 147th Marine 14704 Kingsley Dr 2025-02-28 1.75 0.25 4 X 4 4 1627 Kingsley Drive 147th Marine 14704 Kingsley Dr 2025-02-28 0.375 0.25 4 X 4 4 1628 Kingsley Drive 147th Marine 14704 Kingsley Dr 2025-02-28 0.625 0.5 4 X 4 4 16 Cell Totals 4 96 24 384

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Kingsley Drive

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Kingsley Dr - 147th St to Marine Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 La Salle Avenue 147th Marine 14801 Salle Ave 2025-02-28 0.75 0.125 4 X 4 4 162 La Salle Avenue 147th Marine 14801 Salle Ave 2025-02-28 0 0 0 X 0 0 3 La Salle Avenue 147th Marine 14803 Salle Ave 2025-02-28 1.125 0.625 4 X 4 4 164 La Salle Avenue 147th Marine 14809 Salle Ave 2025-02-28 1.5 0.25 4 X 4 4 165 La Salle Avenue 147th Marine 14809 Salle Ave 2025-02-28 1.5 0.875 4 X 4 4 166 La Salle Avenue 147th Marine 14809 Salle Ave 2025-02-28 0.375 0.125 4 X 4 4 167 La Salle Avenue 147th Marine 14815 Salle Ave 2025-02-28 0.5 0.125 4 X 4 4 168 La Salle Avenue 147th Marine 14901 Salle Ave 2025-02-28 0 0 0 X 0 0 9 La Salle Avenue 147th Marine 14905 Salle Ave 2025-02-28 0.375 0.25 4 X 4 4 16 10 La Salle Avenue 147th Marine 14913 Salle Ave 2025-02-28 0.375 0.375 4 X 4 4 1611 La Salle Avenue 147th Marine 14917 Salle Ave 2025-02-28 0.75 0.125 4 X 4 4 1612 La Salle Avenue 147th Marine 14917 Salle Ave 2025-02-28 0.75 0.25 4 X 4 4 1613 La Salle Avenue 147th Marine 14917 Salle Ave 2025-02-28 1.25 0.375 4 X 4 4 1614 La Salle Avenue 147th Marine 14927 Salle Ave 2025-02-28 0.625 0.25 4 X 4 4 1615 La Salle Avenue 147th Marine 15015 Salle Ave 2025-02-28 0.625 0.5 4 X 4 4 1616 La Salle Avenue 147th Marine 15021 Salle Ave 2025-02-28 0.5 0.125 4 X 4 4 1617 La Salle Avenue 147th Marine 1637 Marine Ave on La Salle Ave, L-Cut 2025-02-28 0.75 0.375 13 X 4 4 1618 La Salle Avenue 147th Marine 15012 Salle Ave 2025-02-28 0.5 0.125 4 X 4 4 1619 La Salle Avenue 147th Marine 14932 Salle Ave 2025-02-28 1.25 1.125 4 X 4 4 1620 La Salle Avenue 147th Marine 14930 Salle Ave 2025-02-28 0.5 0.125 4 X 4 4 1621 La Salle Avenue 147th Marine 14914 Salle Ave 2025-02-28 1 0.125 4 X 4 4 1622 La Salle Avenue 147th Marine 14818 Salle Ave 2025-02-28 1 0.625 4 X 4 4 1623 La Salle Avenue 147th Marine 14818 Salle Ave 2025-02-28 0.625 0.125 4 X 4 4 1624 La Salle Avenue 147th Marine 14808 Salle Ave 2025-02-28 0.5 0.25 4 X 4 4 1625 La Salle Avenue 147th Marine 14808 Salle Ave 2025-02-28 0.75 0.5 4 X 4 4 1626 La Salle Avenue 147th Marine 14802 Salle Ave 2025-02-28 1 0.125 4 X 4 4 1627 La Salle Avenue 147th Marine 14802 Salle Ave 2025-02-28 1 0.875 4 X 4 4 1628 La Salle Avenue 147th Marine 14710 Salle Ave 2025-02-28 0.75 0.125 4 X 4 4 1629 La Salle Avenue 147th Marine 14710 Salle Ave 2025-02-28 0.5 0.125 4 X 4 4 1630 La Salle Avenue 147th Marine 14704 Salle Ave 2025-02-28 0 0 0 X 0 0 31 La Salle Avenue 147th Marine 14704 Salle Ave 2025-02-28 0.375 0.25 4 X 4 4 16 Cell Totals 3 121 28 448

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
La Salle Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - La Salle Ave - 147th St to Marine Ave - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Marine Avenue Vermont Western 15032 Mariposa Ave on Marine Ave 2025-03-07 0.75 0.625 4 X 4 8 322 Marine Avenue Vermont Western 15032 Mariposa Ave on Marine Ave 2025-03-07 0.5 0.25 4 X 4 4 163 Marine Avenue Vermont Western 15032 Mariposa Ave on Marine Ave 2025-03-07 0.5 0.375 4 X 4 4 164 Marine Avenue Vermont Western 1335 W Marine Ave 2025-03-07 0.5 0.125 6 X 6 6 365 Marine Avenue Vermont Western 15032 Normandie Ave on W Marine Ave 2025-03-07 0.5 0.5 4 X 4 4 166 Marine Avenue Vermont Western 15032 Normandie Ave on W Marine Ave 2025-03-07 0.75 0.125 4 X 4 4 167 Marine Avenue Vermont Western 15032 Normandie Ave on W Marine Ave 2025-03-07 0.5 0.5 4 X 4 4 168 Marine Avenue Vermont Western 1401 Marine Ave, L-Cut 2025-03-07 0.875 0.625 12 X 10 10 1009 Marine Avenue Vermont Western 1401 Marine Ave, 2025-03-07 0.625 0.375 12 X 12 12 144 10 Marine Avenue Vermont Western 1401 Marine Ave, 2025-03-07 0.875 0.375 12 X 12 12 14411 Marine Avenue Vermont Western 1415 Marine Ave, 2025-03-07 0.75 0.75 5 X 5 5 2512 Marine Avenue Vermont Western 1415 Marine Ave, 2025-03-07 0.625 0.625 5 X 5 5 2513 Marine Avenue Vermont Western 1447 Marine Ave 2025-03-07 0.75 0.25 5 X 5 5 2514 Marine Avenue Vermont Western 1451 Marine Ave 2025-03-07 1 0.125 5 X 5 5 2515 Marine Avenue Vermont Western 1451 Marine Ave 2025-03-07 0.5 0.125 5 X 5 5 2516 Marine Avenue Vermont Western 1511 Marine Ave 2025-03-07 1.375 0.625 4 X 4 4 1617 Marine Avenue Vermont Western 1511 Marine Ave 2025-03-07 1.5 0.75 4 X 4 4 1618 Marine Avenue Vermont Western 1519 Marine Ave 2025-03-07 0.5 0.125 4 X 4 4 1619 Marine Avenue Vermont Western 1519 Marine Ave 2025-03-07 0.5 0.125 4 X 4 4 1620 Marine Avenue Vermont Western 1545 Marine Ave 2025-03-07 1 0.75 4 X 4 4 1621 Marine Avenue Vermont Western 1545 Marine Ave 2025-03-07 0.75 0.125 4 X 4 4 1622 Marine Avenue Vermont Western 1549 Marine Ave 2025-03-07 0.625 0.625 4 X 4 4 1623 Marine Avenue Vermont Western 1549 Marine Ave 2025-03-07 0.625 0.5 4 X 4 4 1624 Marine Avenue Vermont Western 1549 Marine Ave 2025-03-07 0.625 0.125 4 X 4 4 1625 Marine Avenue Vermont Western 1549 Marine Ave 2025-03-07 0.75 0.5 4 X 4 4 1626 Marine Avenue Vermont Western 15030 Denker Ave on Marine Ave 2025-03-07 0.5 0.125 3 X 4 4 1627 Marine Avenue Vermont Western 15030 Denker Ave on Marine Ave 2025-03-07 1.125 0.125 4 X 4 4 1628 Marine Avenue Vermont Western 15030 Denker Ave on Marine Ave, L-Cut 2025-03-07 1.5 0.625 9 X 4 8 3229 Marine Avenue Vermont Western 1615 Marine Ave 2025-03-07 1.75 0.625 4 X 4 4 1630 Marine Avenue Vermont Western 1641 Marine Ave 2025-03-07 0.75 0.25 4 X 4 4 1631 Marine Avenue Vermont Western 1655 Marine Ave 2025-03-07 0.75 0.375 4 X 4 4 1632 Marine Avenue Vermont Western 1707 Marine Ave 2025-03-07 0.625 0.625 4 X 4 4 1633 Marine Avenue Vermont Western 1711 Marine Ave, C-Cut 2025-03-07 1.25 0.5 9 X 9 9 8134 Marine Avenue Vermont Western 1745 Marine Ave, 2025-03-07 0.875 0.375 4 X 4 4 1635 Marine Avenue Vermont Western 1745 Marine Ave, 2025-03-07 0.75 0.125 4 X 4 4 16

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Marine Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Marine Ave - Vermont Ave to Western Ave - Inspection Report 1 of 4 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Marine Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
36 Marine Avenue Vermont Western 15032 Western Ave on Marine Ave, 2025-03-07 0 0 0 X 4 12 4837 Marine Avenue Vermont Western 15106 Western Ave on Marine Ave, 2025-03-07 0 0 0 X 9 9 8138 Marine Avenue Vermont Western 1720 Marine Ave 2025-03-07 1.875 1 5 X 5 5 2539 Marine Avenue Vermont Western 1716 Marine Ave 2025-03-07 0.5 0.125 5 X 5 5 2540 Marine Avenue Vermont Western 1712 Marine Ave 2025-03-07 0.75 0.625 5 X 5 5 2541 Marine Avenue Vermont Western 1712 Marine Ave 2025-03-07 0.5 0.125 5 X 5 5 2542 Marine Avenue Vermont Western 1712 Marine Ave 2025-03-07 0.75 0.125 5 X 5 5 2543 Marine Avenue Vermont Western 1712 Marine Ave 2025-03-07 0.875 0.125 5 X 5 5 2544 Marine Avenue Vermont Western 1708 Marine Ave 2025-03-07 2.5 0.5 5 X 5 5 2545 Marine Avenue Vermont Western 1708 Marine Ave 2025-03-07 2 0.875 5 X 5 5 2546 Marine Avenue Vermont Western 1704 Marine Ave 2025-03-07 2.375 1 5 X 5 5 2547 Marine Avenue Vermont Western 1704 Marine Ave 2025-03-07 1.625 1 5 X 5 5 2548 Marine Avenue Vermont Western 1704 Marine Ave 2025-03-07 0.875 0.625 12 X 12 12 14449 Marine Avenue Vermont Western 1644 Marine Ave 2025-03-07 0.5 0.5 5 X 5 5 2550 Marine Avenue Vermont Western 1640 Marine Ave 2025-03-07 1.5 0.25 5 X 5 5 2551 Marine Avenue Vermont Western 1640 Marine Ave 2025-03-07 1.75 0.875 5 X 5 5 2552 Marine Avenue Vermont Western 1636 Marine Ave 2025-03-07 0 0 0 X X 5 30 15053 Marine Avenue Vermont Western 1620 Marine Ave 2025-03-07 0.625 0.375 5 X 5 5 2554 Marine Avenue Vermont Western 1620 Marine Ave 2025-03-07 0 0 0 X X 5 30 15055 Marine Avenue Vermont Western 1616 Marine Ave 2025-03-07 0.625 0.25 5 X 5 5 2556 Marine Avenue Vermont Western 1616 Marine Ave 2025-03-07 0.625 0.125 5 X 5 5 2557 Marine Avenue Vermont Western 1616 Marine Ave 2025-03-07 0.75 0.125 5 X 5 5 2558 Marine Avenue Vermont Western 1612 Marine Ave 2025-03-07 0 0 0 X X 5 10 5059 Marine Avenue Vermont Western 1540 Marine Ave 2025-03-07 0 0 0 X 5 10 5060 Marine Avenue Vermont Western 1514 Marine Ave 2025-03-07 0.625 0.25 5 X 5 5 2561 Marine Avenue Vermont Western 1514 Marine Ave 2025-03-07 0.625 0.5 5 X 5 5 2562 Marine Avenue Vermont Western 1510 Marine Ave 2025-03-07 1.375 0.125 5 X 5 5 2563 Marine Avenue Vermont Western 1500 Marine Ave 2025-03-07 1.25 0.875 5 X 5 5 2564 Marine Avenue Vermont Western 1500 Marine Ave 2025-03-07 0.5 0.5 5 X 5 5 2565 Marine Avenue Vermont Western 1500 Marine Ave 2025-03-07 0.75 0.5 5 X 5 5 2566 Marine Avenue Vermont Western 1458 Marine Ave 2025-03-07 0.75 0.25 4 X 4 4 1667 Marine Avenue Vermont Western 1458 Marine Ave 2025-03-07 0.75 0.625 4 X 4 4 1668 Marine Avenue Vermont Western 1458 Marine Ave 2025-03-07 0.375 0.375 4 X 4 4 1669 Marine Avenue Vermont Western 1458 Marine Ave 2025-03-07 1.5 0.5 4 X 4 4 1670 Marine Avenue Vermont Western 1450 Marine Ave 2025-03-07 0.5 0.125 4 X 4 4 16 Copy of GAR-3 - Marine Ave - Vermont Ave to Western Ave - Inspection Report 2 of 4 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Marine Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
71 Marine Avenue Vermont Western 1450 Marine Ave 2025-03-07 0.625 0.125 5.5 X 5 5 2572 Marine Avenue Vermont Western 1450 Marine Ave 2025-03-07 0.875 0.75 5.5 X 5 5 2573 Marine Avenue Vermont Western 1434 Marine Ave 2025-03-07 0.625 0.625 4 X 4 4 1674 Marine Avenue Vermont Western 1434 Marine Ave 2025-03-07 1 0.375 4 X 4 4 1675 Marine Avenue Vermont Western 1434 Marine Ave 2025-03-07 1.5 0.125 4.5 X 4 4 1676 Marine Avenue Vermont Western 15100 Normandie Ave on Marine Ave 2025-03-07 1.125 0.5 3 X 3 3 977 Marine Avenue Vermont Western 15100 Normandie Ave on Marine Ave 2025-03-07 0.5 0.5 7 X 7 7 4978 Marine Avenue Vermont Western 1336 W Marine Ave 2025-03-07 1.375 0.125 7.5 X 7 7 4979 Marine Avenue Vermont Western 15106 Raymond Ave on W Marine Ave 2025-03-07 0.625 0.125 4 X 4 4 1680 Marine Avenue Vermont Western 1158 W Marine Ave 2025-03-07 0.625 0.125 4 X 4 4 1681 Marine Avenue Vermont Western 1158 W Marine Ave 2025-03-07 0.625 0.25 4 X 4 4 1682 Marine Avenue Vermont Western 1142 W Marine Ave, L-Cut 2025-03-07 1 0.625 8 X 4 8 3283 Marine Avenue Vermont Western 1142 W Marine Ave, 2025-03-07 1.125 0.125 4 X 4 4 1684 Marine Avenue Vermont Western 1130 W Marine Ave, 2025-03-07 0.875 0.25 4 X 4 4 1685 Marine Avenue Vermont Western 1130 W Marine Ave, 2025-03-07 0.625 0.125 4 X 4 4 1686 Marine Avenue Vermont Western 1130 W Marine Ave, 2025-03-07 0 0 0 X 4 16 6487 Marine Avenue Vermont Western 15101 Berendo Ave on W Marine Ave, 2025-03-07 1.25 1.125 5 X 5 5 2588 Marine Avenue Vermont Western 1048 Marine Ave 2025-03-07 0.625 0.5 4 X 4 4 1689 Marine Avenue Vermont Western 1046 Marine Ave 2025-03-07 0.875 0.125 4 X 4 4 1690 Marine Avenue Vermont Western 1046 Marine Ave 2025-03-07 0.625 0.25 4 X 4 4 1691 Marine Avenue Vermont Western 1028 Marine Ave 2025-03-07 0.625 0.25 4 X 4 4 1692 Marine Avenue Vermont Western 1028 Marine Ave 2025-03-07 0.625 0.5 4 X 4 4 1693 Marine Avenue Vermont Western 1028 Marine Ave 2025-03-07 0.625 0.5 4 X 4 4 1694 Marine Avenue Vermont Western 15013 Vermont Ave on Marine Ave 2025-03-07 1.125 0.625 5.5 X 5 5 2595 Marine Avenue Vermont Western 15013 Vermont Ave on Marine Ave 2025-03-07 0.75 0.375 5 X 5 5 2596 Marine Avenue Vermont Western 1025 Marine Ave 2025-03-07 1.375 1 5 X 5 5 2597 Marine Avenue Vermont Western 1025 Marine Ave 2025-03-07 1 0.5 5 X 5 5 2598 Marine Avenue Vermont Western 1025 Marine Ave 2025-03-07 1.25 1 5 X 5 5 2599 Marine Avenue Vermont Western 1025 Marine Ave 2025-03-07 0.875 0.5 5 X 5 5 25 100 Marine Avenue Vermont Western AF 1028 Marine Ave 2025-03-07 1 0.75 5 X 5 5 25101 Marine Avenue Vermont Western AF 1028 Marine Ave 2025-03-07 1 0.375 5 X 5 5 25102 Marine Avenue Vermont Western AF 1028 Marine Ave 2025-03-07 1.125 0.25 5.5 X 5 5 25103 Marine Avenue Vermont Western AF 1028 Marine Ave 2025-03-07 0 0 0 X 12 24 288104 Marine Avenue Vermont Western AF 1028 Marine Ave 2025-03-07 0.875 0.625 6 X 6 6 36105 Marine Avenue Vermont Western 1103 Marine Ave 2025-03-07 0.75 0.5 4 X 4 4 16 Copy of GAR-3 - Marine Ave - Vermont Ave to Western Ave - Inspection Report 3 of 4 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Marine Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
106 Marine Avenue Vermont Western 1109 Marine Ave 2025-03-07 0.75 0.75 4 X 4 4 16107 Marine Avenue Vermont Western 1109 Marine Ave 2025-03-07 0 0 0 X X 4 16 64108 Marine Avenue Vermont Western 1115 Marine Ave 2025-03-07 1.25 0.875 4 X 4 4 16109 Marine Avenue Vermont Western 1115 Marine Ave 2025-03-07 1 0.25 4 X 4 4 16110 Marine Avenue Vermont Western 1115 Marine Ave 2025-03-07 0.75 0.125 4 X 4 4 16111 Marine Avenue Vermont Western 1121 Marine Ave 2025-03-07 0.5 0.25 4 X 4 4 16112 Marine Avenue Vermont Western 1121 Marine Ave 2025-03-07 2.25 1.75 4 X 4 8 32113 Marine Avenue Vermont Western 1127 Marine Ave 2025-03-07 1 0.75 4 X 4 4 16114 Marine Avenue Vermont Western 1157 Marine Ave 2025-03-07 0.625 0.375 4 X 4 4 16115 Marine Avenue Vermont Western 15029 S Budlong Ave on Marine Ave 2025-03-07 0.875 0.125 4 X 4 4 16116 Marine Avenue Vermont Western 15029 S Budlong Ave on Marine Ave 2025-03-07 1.125 0.125 3 X 3 3 9117 Marine Avenue Vermont Western 1211 W Marine Ave 2025-03-07 0 0 0 X 4 12 48 Cell Totals 4 524 10 107 3,754
Copy of GAR-3 - Marine Ave - Vermont Ave to Western Ave - Inspection Report 4 of 4 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Mariposa Avenue Marine to End 15032 Mariposa Ave 2025-03-06 0.75 0.375 4 X 4 4 162 Mariposa Avenue Marine to End 15024 Mariposa Ave, property marker 2025-03-06 0 0 0 X 4 8 323 Mariposa Avenue Marine to End 15016 Mariposa Ave, property marker 2025-03-06 0.625 0.25 4 X 4 4 164 Mariposa Avenue Marine to End 15016 Mariposa Ave, 2025-03-06 1 0.5 4 X 4 4 165 Mariposa Avenue Marine to End 15014 Mariposa Ave 2025-03-06 0.875 0.125 4 X 4 4 166 Mariposa Avenue Marine to End 15014 Mariposa Ave 2025-03-06 1.125 0.875 4 X 4 4 167 Mariposa Avenue Marine to End 15012 Mariposa Ave 2025-03-06 0 0 0 X 4 8 328 Mariposa Avenue Marine to End 14920 Mariposa Ave 2025-03-06 1 0.5 4 X 4 4 169 Mariposa Avenue Marine to End 14920 Mariposa Ave 2025-03-06 1 0.625 4 X 4 4 16 10 Mariposa Avenue Marine to End 14920 Mariposa Ave, private tree, 2025-03-06 0 0 0 X X 4 12 4811 Mariposa Avenue Marine to End 14908 Mariposa Ave, property marker 2025-03-06 0 0 0 X 8 8 6412 Mariposa Avenue Marine to End 14911 Mariposa Ave 2025-03-06 1 0.125 4 X 4 4 1613 Mariposa Avenue Marine to End 14915 Mariposa Ave 2025-03-06 0.5 0.125 4 X 4 4 1614 Mariposa Avenue Marine to End 14919 Mariposa Ave 2025-03-06 1.375 0.125 4 X 4 4 1615 Mariposa Avenue Marine to End 14919 Mariposa Ave 2025-03-06 1.625 0.125 4 X 4 4 1616 Mariposa Avenue Marine to End 14919 Mariposa Ave 2025-03-06 0.75 0.125 4 X 4 4 1617 Mariposa Avenue Marine to End 14923 Mariposa Ave 2025-03-06 0.625 0.125 4 X 4 4 1618 Mariposa Avenue Marine to End 15015 Mariposa Ave 2025-03-06 0.625 0.375 4 X 4 4 1619 Mariposa Avenue Marine to End 1335 Marine Ave on Mariposa Ave 2025-03-06 1 0.375 4 X 4 4 1620 Mariposa Avenue Marine to End 1335 Marine Ave on Mariposa Ave 2025-03-06 0.5 0.125 4 X 4 4 1621 Mariposa Avenue Marine to End 1335 Marine Ave on Mariposa Ave 2025-03-06 0.625 0.125 4 X 4 4 1622 Mariposa Avenue Marine to End 1335 Marine Ave on Mariposa Ave 2025-03-06 1 0.75 4 X 4 4 16 Cell Totals 1 72 4 18 464

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
Mariposa Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - Mariposa Ave - Marine Ave to End - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

INSPECTION REPORT
Sidewalk Inspection Report Matrix
City of Gardena - Zone 3
New Hampshire Avenue

LOCATION SPECIFICS CONDITION RECOMMENDED REPAIR
Gardena CA 90247
Copy of GAR-3 - New Hampshire Ave - Redondo Beach Blvd to End - Inspection Report 1 of 1 4/23/2025 City of Gardena
Public Works1717 W. 162nd Street(310) 217-9568

SEVERITY
No. Street Segment From Segment To Location/Description Insp Date Height 1 Height 2 Lineal Feet
Spall
Joint
Crack
TreeRating 1-5
P1-5
Patch Fill
Replace
Saw Cut Panel Width Length (L/F) SQ FT
1 Normandie Avenue Redondo Beach Rosecrans 15322 S Normandie Ave, C-Cut 2025-03-07 1.125 0.625 8.5 X 4 4 162 Normandie Avenue Redondo Beach Rosecrans 15322 S Normandie Ave 2025-03-07 0.75 0.25 11.5 X 6 6 363 Normandie Avenue Redondo Beach Rosecrans 15322 S Normandie Ave 2025-03-07 0.625 0.25 11.5 X 6 6 364 Normandie Avenue Redondo Beach Rosecrans 15322 S Normandie Ave, Y-Cut 2025-03-07 0.75 0.5 8 X 6 6 365 Normandie Avenue Redondo Beach Rosecrans 15322 S Normandie Ave, L-Cut 2025-03-07 0.5 0.25 10.5 X 6 6 366 Normandie Avenue Redondo Beach Rosecrans 15322 S Normandie Ave 2025-03-07 0.5 0.25 11.5 X 6 6 367 Normandie Avenue Redondo Beach Rosecrans 15312 S Normandie Ave 2025-03-07 0.5 0.25 5 X 5 5 258 Normandie Avenue Redondo Beach Rosecrans 15312 S Normandie Ave, L-Cut 2025-03-07 1 0.625 30 X 6 6 369 Normandie Avenue Redondo Beach Rosecrans 15312 S Normandie Ave 2025-03-07 0.625 0.375 6.5 X 6 6 36 10 Normandie Avenue Redondo Beach Rosecrans 15312 S Normandie Ave 2025-03-07 0.5 0.375 5 X 5 5 2511 Normandie Avenue Redondo Beach Rosecrans 15312 S Normandie Ave, Z-Cut 2025-03-07 1.125 0.375 15.5 X 6 6 3612 Normandie Avenue Redondo Beach Rosecrans 15312 S Normandie Ave, L-Cut, T-Cut 2025-03-07 0.625 0.375 23 X 6 6 3613 Normandie Avenue Redondo Beach Rosecrans 15230 S Normandie Ave 2025-03-07 0.5 0.25 5 X 5 5 2514 Normandie Avenue Redondo Beach Rosecrans 15224 S Normandie Ave 2025-03-07 1.25 0.125 7.5 X 6 6 3615 Normandie Avenue Redondo Beach Rosecrans 15224 S Normandie Ave, C-Cut 2025-03-07 1.375 0.625 9.5 X 4 4 1616 Normandie Avenue Redondo Beach Rosecrans 15220 S Normandie Ave 2025-03-07 0.5 0.25 5 X 5 5 2517 Normandie Avenue Redondo Beach Rosecrans 15220 S Normandie Ave 2025-03-07 0.5 0.25 5 X 5 5 2518 Normandie Avenue Redondo Beach Rosecrans 15220 S Normandie Ave 2025-03-07 0.625 0.5 5 X 5 5 2519 Normandie Avenue Redondo Beach Rosecrans 15220 S Normandie Ave 2025-03-07 0.75 0.375 5 X 5 5 2520 Normandie Avenue Redondo Beach Rosecrans 15210 S Normandie Ave 2025-03-07 0.625 0.5 5 X 5 5 2521 Normandie Avenue Redondo Beach Rosecrans 15202 S Normandie Ave 2025-03-07 1.75 0.375 6 X 6 6 3622 Normandie Avenue Redondo Beach Rosecrans 15202 S Normandie Ave 2025-03-07 1.125 0.25 5 X 5 5 2523 Normandie Avenue Redondo Beach Rosecrans 15202 S Normandie Ave 2025-03-07 0 0 0 X 0 0 24 Normandie Avenue Redondo Beach Rosecrans 15104 S Normandie Ave 2025-03-07 1.125 0.625 24 X 6 6 3625 Normandie Avenue Redondo Beach Rosecrans 15104 S Normandie Ave, Z-Cut 2025-03-07 0.75 0.25 13.5 X 6 6 3626 Normandie Avenue Redondo Beach Rosecrans 15100 S Normandie Ave 2025-03-07 0.625 0.25 11.5 X 6 6 3627 Normandie Avenue Redondo Beach Rosecrans 15012 S Normandie Ave 2025-03-07 0.5 0.125 4 X 4 4 1628 Normandie Avenue Redondo Beach Rosecrans 15012 S Normandie Ave 2025-03-07 0.375 0.375 4 X 4 4 1629 Normandie Avenue Redondo Beach Rosecrans 15008 S Normandie Ave 2025-03-07 0.875 0.5 4 X 4 4 1630 Normandie Avenue Redondo Beach Rosecrans 14932 S Normandie Ave 2025-03-07 0.75 0.25 4 X 4 4 1631 Normandie Avenue Redondo Beach Rosecrans 14916 S Normandie Ave 2025-03-07 0.5 0.25 4 X 4 4 1632 Normandie Avenue Redondo Beach Rosecrans 14906 S Normandie Ave 2025-03-07 0.5 0.375 4 X 4 4 1633 Normandie Avenue Redondo Beach Rosecrans 14902 S Normandie Ave 2025-03-07 0.5 0.125 4 X 4 4 1634 Normandie Avenue Redondo Beach Rosecrans 14834 S Normandie Ave 2025-03-07 0.625 0.125 4 X 4 4 1635 Normandie Avenue Redondo Beach Rosecrans 14828 S Normandie Ave 2025-03-07 1.125 0.25 4 X 4 4 16

Gardena City CouncilMay 13, 2025

Gardena City Council
May 13, 2025