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Anser Advisory Management - Dune Palms Bridge Project 2011-05PRESENTED TO: CITY OF LA QUINTA ATTN: JULIE MIGNOGNA 78495 CALLE TAMPICO LA QUINTA, CA 92253 REQUEST FOR PROPOSALS CONSTRUCTION MANAGEMENT AND INSPECTION SERVICES DUNE PALMS ROAD BRIDGE PROJECT FEDERAL PROJECT NO. BRKLS-5433 (014) CITY PROJECT NO. 2011-05 SUBMITTED BY: ANSER ADVISORY MANAGEMENT, LLC 73-710 FRED WARING DRIVE, #102 PALM DESERT, CA 92260 Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE *NOT INCLUDED IN 30 PAGE LIMIT A. Cover Letter* B. Statement of Qualifications C. Project Understanding and Approach D. Scope of Work Program E. Project Schedule F. DBE Commitment* G. Appendices* »Non-Collusion Affidavit* »Insurance Acknowledgment* »Team Resumes* »Addenda Acknowledgment* TABLE OF CONTENTS 1 10 17 24 A. Cover Letter A. Cover Letter Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE A. COVER LETTER December 6, 2021 City of La Quinta Attn: Julie Mignogna, Management Analyst, Public Works Department 78495 Calle Tampico La Quinta, California 92253 RE: Request for Proposals Construction Management and Inspection Services Dune Palms Road Bridge Project Federal Project No.: BRKLS-433 (014) | City Project No.: 2011-05 Dear Julie Mignogna, Anser Advisory Management, LLC (Anser) is committed to working for and with the City of La Quinta (City), to provide Construction Management and Inspection Services for the Dune Palms Road Bridge Project. We recognize that this improvement project is instrumental for the City as it will provide Coachella Valley motorists and pedestrians a safer path of travel across the Whitewater River at Dune Palms Road as well as avoid delays within the City during rain events which flood the current road. Anser is pleased to present our team’s qualifications and serve as a valued resource to the City, with the appropriate, experienced staff to lead the successful planning, design, coordination and construction of this project. UNPARALLED CONSTRUCTION MANAGEMENT LEADERSHIP We understand the City seeks the leadership of a qualified consultant team to execute this project safely, efficiently, and with minimal disruption to the public. Anser’s proposed team has extensive experience in managing City projects administered in conformance with Caltrans’ Standard Plans and Specifications, Local Assistance Procedures, Standard Specifications for Public Works Construction and the City of La Quinta. Anser’s leadership for this project consists of the following individuals: »Tyson Atwood, PE, QSD, Project Manager »Lucas Rathe, PE, QSD, Resident Engineer »Scott Walker, PE, QSD, Structures Representative »Greg Gwozdz, PE, Structures Inspector COST CONSCIOUS TEAM It is a tremendous effort for the City of La Quinta to raise the funding required to administer and construct this new bridge. We understand that while most of the project is locally federally funded, there are still inherent costs by the City. Our role as a construction management team is to mitigate risk and implement methods to increase contractor efficiency, reduce staging impacts, and simplify design so that the City has the most competitive bids. In addition, the construction management staffing accounts for a large portion of the overall budget. We are excited to share our plans for not only reducing construction costs, but also having an efficient staffing plan resulting in savings to the City, all while continuing to meet project milestones. Utilizing our established local office less than ten miles from the project site, our knowledgeable, tenured team and comprehensive approach expressed in the following proposal demonstrates our deep understanding of the project as well as the risks and impacts our team will successfully mitigate. In doing so, the City will receive a project with less public impact and neighborhood disruption, compliant to ADA and safety standards, and finished on schedule and within budget. TEAMING PARTNERS We build strong relationships with clients, contractors, subcontractors, and consultants that are based on trust and engagement. We take great pride in our capability to build strong teams. We have successfully worked with our entire subconsultant team on past projects and look forward to collaborating on future infrastructure projects, such as the Dune Palms Road Bridge Project. The chart on the following page provides a list of our teaming partners, their DBE status, and scope of work for this project. Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE A. COVER LETTER Project Manager, Tyson Atwood, PE, QSD, will be the contact person for the remainder of the selection process. Tyson can be contacted at: Tyson Atwood, PE, QSD 73-710 Fred Waring Drive, #102 Palm Desert, CA 92260 (805) 459-7697 | Tyson.Atwood@anseradvisory.com We look forward to engaging with the City on this important project and speaking with you further about our qualifications and experience. If you have any questions regarding this proposal, please do not hesitate to reach out. Thank you for your time and consideration. Sincerely, Melanie Estes, PE, CCM Chief Delivery Officer (619) 565-5362 | Melanie.Estes@anseradvisory.com Acknowledgments: »All proposals shall be firm offers subject to acceptance by the City and may not be withdrawn for a period of 180 calendar days following the last day to accept proposals »Anser acknowledges Addendum No. 1 dated November 23, 2021 SUBCONSULTANTS DBE SCOPE OF WORK AIX Group Safety Compliance CL Surveying and Mapping, Inc.Land Surveying Connect and Company Public Outreach Danken Construction Engineering Group Structures Representative Dynamic Engineering Services, Inc. (DESI)Electrical Inspection/Labor Compliance ECORP Consulting, Inc. Environmental Compliance Leighton Consulting, Inc. Materials Testing Reddy Engineering Services, Inc. Landscape Inspection ZT Consulting Group, Inc. Source Inspection B. Statement of Qualifications B. Statement of Qualifications Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 1 | B. STATEMENT OF QUALIFICATIONS STAFFING PLAN Construction Management Key Members The right construction management team goes beyond having similar project experience. The best construction management teams are cohesive, implement a level of trust in each other, and are great listeners who take in information to make the best possible decisions for the project. We are pleased to say that the Anser team for the Dune Palms Bridge is the experienced team with the cohesiveness required to deliver this project with the City. Project Manger, Tyson Atwood, PE, QSD, has been working in the region for the past 1.5 years on the CV Link project as Resident Engineer. Tyson is prepared to continue his relationships with the Coachella Valley Association of Governments (CVAG), Coachella Valley Water District (CVWD), Imperial Irrigation District (IID) and other agencies to help guide the Dune Palms project. At the field level, Resident Engineer, Lucas Rathe, PE, QSD, has extensive experience managing federally funded bridge projects for local agencies with complex staging, utility relocations, and public coordination. Lucas is finishing up the Avenue 66 Grade Separation project in Mecca and is prepared to bring the same results of on time completion, on budget construction and 100% compliance with zero Notice of Violations’s (NOV’s) for this project. Rounding the core leadership team is Structures Representative Scott Walker, PE, QSD. Scott will bring his 25+ year bridge construction experience to the Dune Palms bridge to ensure the piles, abutments, falsework, and superstructure are built in accordance with the plans. The leadership provided by both Lucas and Scott elevates the applied knowledge and qualifications of the Anser team, providing a unique perspective derived from their experience serving as managers for large civil contractors prior to becoming agency consultants. Contractors often view the project from a different vantage point than the construction management team, holding different focuses and priorities from construction managers. Lucas and Scott have first-hand experience from the Contractor’s perspective and use their understanding of the Contractor’s goals and motivations to serve as trusted partners and quickly resolve issues in the field. In doing so, having a command of means and methods, schedule control and compliance requirements will enable effective risk mitigation for the project at the earliest stages and provide a win-win approach and outcome for both the Contractor and the City of La Quinta. CV Link Coordination and Efficient use of Staffing Resources The Anser plan capitalizes on the use of as-needed staff to complete the work in a cost-effective manner to reduce costs to the City of La Quinta. We can do this because we have a team of inspectors at the nearby CV Link project. When the Contractor ramps up to perform inspection-heavy operations such as bridge concrete pours, asphalt paving, and stage changing the Anser team will coordinate with our nearby CV Link project for an as needed inspector. We will also have inspectors from the CV link project working on the bike path underneath and along the Dune Palms Bridge. Tyson will be able to coordinate resources that can cover both projects. This ability will reduce the need for additional inspectors. In addition, the project has about $3.8 Million of anticipated costs for coordination with the CV Link trail. Tyson and Lucas will be able to coordinate the work to ensure that both projects are coordinating and avoid any pitfalls that may occur between projects. Since Tyson, Scott and our inspection staff are all part of the CV Link team, both projects will be fully aware of each other’s issues and will be able to find work arounds to mitigate large change orders for the City. Use of Anser’s Palm Desert Office Another cost saving measure the Anser team proposes is to utilize our established Palm Desert Office located at 73-710 Fred Waring Dr #102, which is less than ten miles from the project site. The estimated probable costs for a Resident Engineer’s trailer is $4,500.00 per month. The Anser team can administer the project from our office for a fraction of that price. In addition, it reduces any overhead costs the Contractor can claim in the event of a unforeseen project delay. Finally, collaboration with the CV Link team in the same office will maximize communication between the projects and allow for additional dialogue to resolve issues. CVAG, CV Link Multi-Modal Transportation Facility ProjectAnser as Prime Construction Management Firm We Are Local Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 2 | B. STATEMENT OF QUALIFICATIONS RESIDENT ENGINEER Lucas Rathe, PE, QSD | Lucas has an in depth understanding of Caltrans requirements and extensive experience complying with Caltrans policies, procedures, manuals, and guidelines. With more than 15 years of experience, including six years of interchange experience with Caltrans District 8, he has served on more than $600 million in heavy civil construction projects including design, design management, and construction management for highway, bridge, roadway, and transit facilities. He has performed project management and resident engineering services on major highway and bridge projects built in compliance with Caltrans requirements. Some of his recent notable experience includes the I-215 Scott Road Interchange, I-215 Newport Road Interchange, and the Avenue 66 Grade Separation Project. Scott Walker, PE, QSD | Scott has 30 years of construction experience related to highways, roadways, interchanges and land development. He has been responsible for roadway and bridge design and construction, supervision of technical and field staff, change order negotiation and preparation, contract administration, critical path schedule reviews, storm water pollution prevention plan preparation and compliance, claims mitigation, selection committee interviews, cost estimate preparation, reviewing and designing structure related shop drawings, assuring compliance with plans and specifications. INSPECTORS (STRUCTURES, CIVIL, ELECTRICAL, LANDSCAPE) Greg Gwozdz, PE - Structures Inspector | Greg has over 11 years of construction experience with expertise in bridge structures, retaining walls, soil nail walls, earthwork, concrete paving, and cast-in-drilled-hole (CIDH) piles. He is highly experienced at performing field inspections to verify compliance with plans and specifications, reviewing RFIs and submittals, and providing project coordination. Rajan Kariya, EIT, CMIT - Civil Inspector/Office Engineer | Rajan is a civil engineer with experience performing office engineering and inspection duties on roadway, ADA, and bridge projects. He is familiar with Caltrans standards and procedures, RFI and submittal processes, daily logs, and change orders. Tyson Atwood, PE, QSD | Tyson will be responsible for all of the Anser team’s activities. Tyson has over 18 years of experience successfully providing engineering construction management services for a wide variety of capital improvement projects including bikeways, railroad grade separations, highways, wastewater treatment facilities, water supply infrastructure, pipelines, utility undergrounding, and general roadwork. Tyson has coordinated with dozens of City’s in southern California and is currently the Resident Engineer on the $100 Million+ CVAG, CV Link Multi-Modal Transportation Facility project. PROJECT MANAGER STRUCTURES REPRESENTATIVE John Kannor, IMSA - Electrical Inspector | John has more than 32 years of infrastructure construction experience on freeway and public works construction projects. His specialty is inspection and maintenance of traffic signal related equipment, signal timing, traffic coordination, traffic control, traffic control, signing and striping roadway inspection, highway/street lighting systems and traffic monitoring systems. David Preciado, RLA - Landscape Inspector | David is experienced in landscape design and landscape inspection services having worked on numerous projects for public agencies. He is proficient in understanding contract documents and prepares specific checklists tailored to the project for use in the field. He is also very knowledgeable in irrigation design, erosion control, revegetation, plant materials and storm water requirements for the Southern California region. Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 3 | B. STATEMENT OF QUALIFICATIONS Farzad Tasbihgoo, PE, CQA, CWI, PCI III - Source Inspection Project Manager/SMR | Farzad has over 19 years of experience in design, structure construction, QA/QC on public transportation projects. He has a strong engineering design background with extensive experience in verification inspection, surveillance audits, and quality assurance services. He has developed and implemented QMP, SIQMP, and construction QC/QA specifications on numerous projects. Farzad has a well-earned reputation for his knowledge of Caltrans Standard Specifications and Greenbook specifications within Caltrans METS, District, and Structure Construction. Dan Calvillo, PLS - Surveying Project Manager | With over 21 years of experience in land surveying, Dan has worked on projects of varying magnitudes and complexities, ranging from bridge widening projects, major transportation improvements, street improvements, and grade separations. He has extensive knowledge of field surveying related applications and brings a high-degree of technical expertise to field operations. Andrea Suarez - Public Outreach Manager | Andrea brings over 20 years of public sector communications and community outreach experience. Her expertise is developing and implementing award-winning communications strategy, community outreach programs and collateral materials. She is the Founder and President of Connect & Company, a full-service, DBE certified PR firm providing public outreach programs for transportation infrastructure projects in Southern California. Robert Delgado, CHST, CCM - Safety Manager | With nearly 30 years experience in the construction industry, Robert has focused his career on providing safety oversight, including developing and implementing safety policies, jobsite inspections, accident investigations, training, coaching and assuring regulatory compliance. He is a practiced negotiator, highly effective communicator and is experienced with establishing agreements and contracts. Shawn Paroline - Senior Scheduler | Shawn has more than 25 years of professional experience in program management, scheduling, risk management, and claims analysis. He has prepared contract phasing language for complex projects, developed Critical Path Method (CPM) scheduling specifications, turnaround of troubled projects, and real-time dispute management as a supplement to the agency’s construction management field staff. Courtney Cowings - Project Administrator | Courtney has eight years of administrative experience, including document control, labor compliance, Geographic Information Systems (GIS), purchasing and urban analysis. She is proficient in Federal and State requirements and regulations. Courtney is a self-starter and a detail-oriented professional who is well-versed in document controls and contract management. She can quickly learn new programs and has proven to be a valuable asset to maintaining flexibility within any given organization. Chia-Chi Wang - Labor Compliance Manager | Chia-Chi has more than 32 years of construction management experience on transportation projects including 10 years of experience in the role of Resident Engineer on more than 20 projects. Chia-Chi has been involved in a number of high-profile projects in the Inland Empire with various types of contracting methods including Design-Bid-Build, Design-Build and Design-Sequencing. Her expertise includes Project Management, Construction Contract Management, Constructability Review, Document Control, Quality Assurance Inspection, SWPPP Compliance, Prevailing Wage Monitoring and Enforcement, claim mitigation and resolution. Wendy Turner - Environmental Compliance Coordinator | Wendy has over 11 years of professional experience as a biologist involving field surveys and report preparation for terrestrial and aquatic biological resources in southern California. Wendy has managed projects of varying sizes throughout southern California and is proficient at coordinating various tasks and project needs ranging from focused surveys and document preparation to construction monitoring and permit compliance. OTHER VALUE-ADDED TEAM MEMBERS Simon Saiid, PE, GE - Materials Testing Project Manager | Simon has 32 years of experience providing geotechnical services in support of the design and construction projects related to public infrastructure and spaces, transportation and water, K-12 education, and residential and commercial development. As the principal engineer for Leighton’s Palm Desert office for nearly 20 years, Simon has experience with local street, bridge, and sidewalk projects in the Coachella Valley, as well as throughout Riverside County providing management of quality assurance testing for soils, aggregate, concrete, masonry and structural steel in accordance with DSA, Caltrans, ASTM, AASHTO, AWS, and ICC. Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 4 | B. STATEMENT OF QUALIFICATIONS PROJECT MANAGER Tyson Atwood, PE, QSD (ANS) RESIDENT ENGINEER Lucas Rathe, PE, QSD (ANS) STRUCTURES REPRESENTATIVE Scott Walker, PE, QSD (DAN) STRUCTURES INSPECTOR Greg Gwozdz, PE (ANS) CIVIL INSPECTOR/OFFICE ENGINEER Rajan Kariya, EIT, CMIT (ANS) ELECTRICAL INSPECTOR John Kannor, IMSA (DES) LANDSCAPE INSPECTOR David Preciado, RLA (RED) FIELD STAFF MATERIALS TESTING Simon Saiid, PE, GE (LEI) SOURCE INSPECTION Farzad Tasbihgoo, PE, CWI, CQA (ZTC) LAND SURVEYING Daniel Calvillo, PLS (CLS) ENVIRONMENTAL Wendy Turner (ECO) PUBLIC OUTREACH Andrea Suarez (CON) SAFETY Robert Delgado, CHST, CCM (AIX) LABOR COMPLIANCE Chia-Chi Wang, PE (DES) SCHEDULING Shawn Paroline (ANS) PROJECT ADMINISTRATION Courtney Cowings (ANS) OTHER SERVICES LEGEND Anser Advisory Consulting, LLC AIX Group CL Surveying and Mapping Connect and Company Danken Construction Engineering Dynamic Engineering Services Inc. ECORP Consulting Leighton Consulting Reddy Engineering Services, Inc. ZT Consulting Group DBE Firm ANS AIX CLS CON DAN DES ECO LEI RED ZTC Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 5 | B. STATEMENT OF QUALIFICATIONS Summary of the Project As the prime consultant, Anser is providing construction management services on this project which constructs 50 miles of combination bikeway and Neighborhood Electric Vehicles (NEV) path construction throughout the Coachella Valley. Major project highlights include: 40+ miles of concrete path, two new bridges, park like improvements including shade structures, and flood channel improvements. Major stakeholders include: City of Palm Springs, City of Palm Desert, City of La Quinta, City of Indio, Army Corps of Engineers, City of Coachella, and Coachella Valley Water District. The La Quinta Channel Bridge is a two span cast- in place post tensioned slab spanning over the La Quinta Evacuation Channel. The CV Link bike path bridge is 25’-2” wide by 165’-0” long. The bridge is supported on 24”ø cast-in-drilled hole (CIDH) piles at each of the abutments and a 84”ø pile at the center column. The unique challenges of this bridge involved the flared soffit wings with a 2 foot thick superstructure depth at each abutment with a continuous flare up to the center of the bridge where the superstructure depth was 3’-6”. The bridge substructure and superstructure elements were all poured with white Portland Cement used in the concrete mix design to create a pure white architectural finish. The bridge also has custom architectural metal railing with decorative LED lighting in the top rub rail. Program Value $100+ Million Project Duration 2020 - Ongoing Project Reference Martin Magana, Director of Transportation 73-710 Fred Waring Drive, Suite 200 Palm Desert, CA 92260 (760) 346-1127 | MMagana@cvag.org CV LINK MULTI-MODAL TRANSPORTATION FACILITY AND LA QUINTA CHANNEL BRIDGE Coachella Valley Association of Governments (CVAG) Coachella Valley, CA Teaming Partners Involved »Danken »DESI »ECORP Consulting Bridge Over Channel CV Link Local Project Public Relations/ Community Outreach Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 6 | B. STATEMENT OF QUALIFICATIONS Summary of the Project This project constructs a grade separation bypass connecting SR-111 to Avenue 66 with a new 793- foot railroad grade separation bypass over UPRR, SR-111, and Hammond Road in the community of Mecca, California. The improvements include realignment SR-111, construction of a new HMA road with MSE walls to the new bypass bridge; construction of a new overpass bridge crossing SR- 111, UPRR, and Hammond Road; construction of a 175-foot, single-span, cast-in-place bridge over Lincoln Channel; construction of traffic signals at SR-111/Grapefruit Blvd., SR-111/Road A/Lincoln St. and Road A/Dale Kiler; drainage improvements; and other associated bridge and road work as required for project safety (ADA pedestrian ramps, sidewalks, MGS, striping, and signage). As prime consultant, Anser provides a full-time resident engineer, structures representative, office engineer, and two field inspectors to manage this work. Anser also manages a team of subconsultants to perform other requested services (public outreach, electrical inspection, labor compliance, materials testing, and environmental. Program Value $35 Million Project Duration 2019 - 2021 Project Reference Ward Maxwell, Engineering Department Manager 2950 Washington Street, Riverside, CA 92504 (951) 955-1864 | wmaxwell@rivco.org AVENUE 66 GRADE SEPARATION Riverside County Transportation Department (RCTD) Mecca, Riverside, CA Teaming Partners Involved »Connect & Company »DESI »ECORP Consulting »Leighton Consulting »ZT Consulting Group Bridge Project Riverside County Federal Funding New CVWD 30” Water Line IID Temporary Shoofly Public Relations/ Community Outreach Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 7 | B. STATEMENT OF QUALIFICATIONS Summary of the Project The project consisted of widening Scott Road from west of Haun Road to east of Antelope Road. It included replacing the existing overcrossing (OC) bridge, reconfiguring the on- and off-ramps, and extending the ramp termini of Jointed Plain Concrete Pavement (JPCP). The existing OC bridge was demolished after traffic was switched to the new bridge. As the prime consultant, Anser was responsible for stakeholder coordination between Caltrans, RCTD, and the cities of Menifee and Murrieta. Anser administered this partially federally funded project in accordance with the Caltrans Construction Manual and Local Assistance Procedures Manual (LAPM); Caltrans and/ or local municipality practices, regulations, policies, procedures, manuals, and standards, as appropriate; and Federal Highway Administration (FHWA) requirements. Anser provided safety oversight through multiple stage changes; quality assurance on materials such as JPCP, Lean Concrete Base (LCB), Hot Mix Asphalt (HMA), concrete structures, and soils compaction; and schedule management and risk mitigation on this 360 working day contract schedule. Program Value $57.8 Million Project Duration 2017 - 2020 Project Reference Carlos Geronimo, Principal Engineer 29844 Haun Road, Menifee, CA 92586 (951) 723-3722 cgeronimo@cityofmenifee.us I-215 SCOTT ROAD INTERCHANGE Riverside County Transportation Department (RCTD) Menifee, CA Teaming Partners Involved »Connect & Company »ECORP Consulting »Leighton Consulting »ZT Consulting Group Bridge Project Riverside County Federal Funding Public Relations/ Community Outreach Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 8 | B. STATEMENT OF QUALIFICATIONS Summary of the Project The existing bridge over the Whitewater Stormwater Channel was constructed in 1979 and is 3 separate frames separated with hinges and consists of nine (9) spans of precast pre- stressed concrete I-girders, eight (8) pier walls and short seat abutments. The bridge is skewed at approximately 45 degrees to Whitewater Stormwater Channel. All abutments and pier walls are supported on concrete piles. The existing bridge is 56’-0” wide and 751’-6” in length consisting of a single 5 foot sidewalk and metal barrier on the west side, four travel lanes and metal barrier on the east side. The Date Palm Drive Widening Project widened the bridge from 4 lanes to 6 lanes. The widening of the existing bridge was 20’-3” to the west side, and about 31’- 8” to the east side, for a total bridge new width of 108 feet. The configuration for the new bridge accommodates a total of six-12’ lanes, 10’ median and 6’ sidewalks with Type 26 barriers on each side. Danken provided the Resident Engineer/ Structures Representative for the widening at Date Palm Drive over Whitewater River Bridge. Program Value $16 Million Project Duration 2017 - 2019 Project Reference John Corella, PE, City Engineer 68-700 Avenida Lalo Guerrero, Cathedral City, CA 92234 (760) 770-0327 | jcorella@cathedralcity.gov DATE PALM DRIVE WIDENING City of Cathedral City Cathedral City, CA Bridge Project Bridge Over Channel Riverside County Bicycle Lane Addition Federal Funding Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 9 | B. STATEMENT OF QUALIFICATIONS Summary of the Project The project involves replacing the existing Hamner Avenue Bridge and widening the roadway from Detroit Street to Citrus Street. The new bridge will include three 12-foot lanes and a 4-foot shoulder in each direction that will be separated by a 4-foot raised median. A 12-foot, barrier-separated multipurpose trail will be constructed on the east side of the bridge. The bridge is being constructed in two stages to allow continuous flow of traffic on Hamner Avenue throughout the project duration. The new bridge is a prestressed cast-in-place box girder structure with two frames separated with a hinge. The 7 span structure is 101’-0” wide and 1200’ long. The span lengths up to 185’ require a 7’-6” total superstructure depth. The bridge is supported on cast-in-drilled hole concrete piling with 96”ø piles up to 137’ deep with rock socket construction and the abutments are founded on 60”ø CIDH piles. The bridge is spanning the Santa Ana River and requires specialized steel pipe falsework construction supported on driven steel pipe piles. All falsework connections below the 50 year stormwater elevation are welded connections. The new bridge structure is 20 feet above the existing structure to accommodate the 100 year stormwater elevation of the Santa Ana River. Danken is a sub-consultant on this project responsible for the structures representative and structures inspection services. Program Value $49.9 Million Project Duration 2020 - Ongoing Project Reference Cindi Wachi, PE, Construction Engineering Division Manager 2950 Washington Street, Riverside, CA 92504 (951) 955-6885 | cwachi@rivco.org HAMNER AVENUE BRIDGE (REPLACEMENT) Riverside County Transportation Department (RCTD) Norco, CA Bridge Project Riverside County Multi-Purpose Trail Feature Bridge Over Waterway C. Project Understanding and Approach C. Project Understanding & Approach Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 10 | C. PROJECT UNDERSTANDING AND APPROACH UNDERSTANDING OF THE PROPOSED PROJECT Simply put, Anser is a leader in Riverside County for the construction management of federally funded bridge projects. The Anser team, led by Lucas Rathe, has overseen over $250 Million of new bridge construction projects in the last five (5) years. This team recognizes the importance to the La Quinta community to deliver this project on time while finding ways to mitigate risk from the CVWD, IID, and working within a low flow channel. The project team is sensitive to the location of the project to local businesses to the southwest, La Quinta High School to the northwest and the mobile home park to the northeast of the bridge. Our recent, local experience gives this team an understanding of the potential risks, issues, and challenges the Dune Palms Bridge project may face; however, we have overcome these challenges before and possess the lessons learned and processes to ensure this project does not succumb to the same issues. Our understanding of these potential issues and resolutions are outlined in the paragraphs below. PROJECT SCHEDULE - CVWD PROCUREMENT Understanding the schedule of the Dune Palms Bridge Project is paramount for the administration, approach and understanding of risk to the project. The Anser team has put together a high-level plan of the project with ties to critical elements such as CVWD 18” waterline installation, bridge construction, CV Link Coordination and construction phasing with the bypass road. The reason is due to the long lead time procurement of the CVWD 18” waterline material for the first-order work of relocation of the waterline. Currently the lead times for ductile iron pipe and fittings are between 3-5 months depending on the size and type. Therefore, we would recommend one of the following options to mitigate this schedule risk: 1. Procure the pipe, fittings, and bolt up kits as an owner furnished material. The City could compensate CVWD to procure the materials now so that they are available for the contractor to install on day one of the contract. 2. Have the contractor procure the pipe as soon as the contract is signed, prior to NTP and if necessary, delay the start and mobilization of the contractor to best align with the delivery of the pipe materials. This can allow the pipe relocation to be performed as first order work. PROJECT SCHEDULE - BRIDGE CONSTRUCTION SEQUENCE Another major factor contributing to the longer project duration is the construction of a single bridge in two stages. Not only does this add a significant amount of inefficiencies to the contractor’s costs, but also adds months of construction time. A preliminary value engineering analysis by the Anser team revealed the City has an opportunity to construct the entire bridge in a single stage of construction which would provide the following benefits: 1. Efficiency savings in bridge construction and reduced mobilizations 2. Reduction in overall contract time 3. Reduction of overall construction management costs In order to capitalize on the project benefits the temporary bypass road would need to be modified to shift over approximately 25 feet to the west from the current designed location. A sketch of the proposed bypass road alignment is presented in Figure 1.1 and shows that the shift would keep the road within the designated temporary construction easements for the project. The IID temporary power pole within the south east segment of the project would need to be WWWRWRWRWRWRWS S S S S SSSSSSSSW W W W W W W W W W W W W W W W WGASGAS E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OEEEEEEEEEECATVCATVSFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOMHSIGNA L SIGN A L STOPSTOPSTOPMHPLACED ON CHANNEL R/W END 50' EAST OF EX SLOPE PROTECTIONTCE4AC 55 PLACED ON TCE 55 12 1 1 1 SIGN S.EMTCVSCAPN 600-390-033 J PAUL BUILDING APN 600-00-009 CVWD 1 CV S C R / W R/W R/W END 1.0 7 5 4 X-GUTTER 6 4 4 AC WALK 4 CONC. 2 59' 82.5' 5' 4CONC. 5 APN 600-00-009 CVWD 16+00 18+00 21+0019+00 22+0020+0017+00 1 11 7 7 S.EMTS.EMT11 11 ℄ ℄ CVSC C/ CVSC C/CVSC18"SD 67 1 LIGHTCUR LIGHT SHEET 1 FOR FULL REMOVAL LIMITS 1 WALL CVSC R/W TCE SGASGAEECATVCATVMS ROAD CORPORATE CENTRE DR EMOVALS SSS S S S S S SSS S S SM WM WM WM WM WEOHEOHS SWRWRWRWWWWW WW W W W W W W W W WSSSSSSSSSSSSS GAS GAS GAS GAS GAS GAS GAS GAS H E OH E OH E OH E OH EOH E OH E OH E OH E OH E OH OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHCATVCATVCATV CATVCATVT T T T T T TPP PP FO FO FO FO FO FO FO FO FO FO FO FO FO FO MMME FO FO WW S SSSMHMHMHMH2 1 3 31 3 OFFICEMHCVSCAPN 600-010-009 APN 600-010-00 LA QUINTA HIGH SCHOOL APN 600-00-010 DUNE PALMS MOBILE ESTATES 1 24"SD 1 CVWD APN 600-010-009 CVWD 1 1 1 FENCE FENCE 24' TCE 5' 4 6 END 27+00.0 BL.WA1 8 CV S C R / W 4 1 42"SD R/W 4CONC. 4AC 2 2 22' 4 AC 4 30' 4 WALK 1 C TCE AC 2 2 AC 1 1 1 1 53' 44' 7 7 7 7 14 8 24+00 25+00 26+00 27+00 28+23+00 11 11 66 11 8 MOBILE HOME TCE AC HOUSE TCE 21' 4 SHEET 17 FOR FULL REMOVAL LIMITS 67 42"L=' 66 6 FENCE CV S C R / W 75' 7 12 71 71 71 71 9 9 1 1 4 R/W R/W 67L=13'SSSSSSSSSSSSSSRWRWRWRWRWRWRWRWSSDUNE PA5535354040454550505560626345 4 550 50 555545 40 60 60 55423333 31Bldg PP Conc Parking DI Ltg Wall Grouted RSPGrouted RSP Conc Conc Conc Conc SW SW 484452 60 58Dirt Rd18 19 20 21 22 23 24 Ret Wall No. 4 N65°35'09"E NOTES: 23+46.62 18+69.78 19+73.20 21+08.20 22+43.20 "LAYOUT" Line N0°09'52"W WWLOL WWLOLWWLOL WWLOL N72°09'52"W℄PIER 2N72°09'52"W℄PIER 3N72°09'52"W℄PIER 4N72°09'52"W℄BRG ABUT 1N72°09'52"W℄BRG ABUT 551.0 51.018'-11116"17'-11316"9'-138"18'-1118"18'-11116"9'-138"18'-1118"18'-11116"9'-138"18'-1118"17'-11316"17'-11316"N0°09'52"W N0°09'52"W N0°09'52"W N0°09'52"W Ret Wall No. 2 N71°53'13"WRet Wall No. 1N72°53'22"WRet Wall No. 3 N71°20'45"W2-18" CMP66" Sleeve-54 Water LineSlope paving (E) Slope paving (E)Slope paving (E) Slope paving (E) Ret Wall No. 4 N69°13'59"W Conc. (E) Sewer Pipes (N)CL BRG ABUT 1CL BRG ABUT 5CL PIER 4CL PIER 3CL PIER 2TYPICAL SECTION Scale: 1" = 10' A B C F F F 86'-0" 1'-2"1'-2" 41'-10"41'-10" 40'-6" Stage 1 40'-6" Stage 2 3'-10" 5'-0" 2% Rail Width Including Arch. Treatment 2% 5' Dia. Column 5'-6" 3 CIP/Box Girder "LAYOUT" Line**℄Bridge Rail Width Including Arch. Treatment DC E G 1'-2"6'8'11'12'9'-8"12'11'8'1'-2"6' Bike/Cart Path Lane 1 Lane 2 Lane 2 Lane 1Median Bike/Cart Path Closure Pour H I J I J ℄ABUT BEARI NG 20'-0" along WWLOL, typStructur e Ap proac h Slab Typ e N(3 0)B7-10U-8 WWLOL 49'-21516"41'-2316"90'-518"Steel Reinf orced Elast omer i c Be aring Pad, 16"x 16"x5 ", tot 10 Expanded Po lystyr ene Future Uti lity O peni n g, Ty p Intern al Sh ear K ey External She ar Ke y Intern al Sh ear K ey Exter nal S hear Key 10'-6316"6'-715 16"9'-5916"9'-5916"6'-77 8"2'-5716"6'-71516"9'-5916"9'-5 9 16"6'-71516""LAYOUT " Line"℄ Bridge"WWLOL Notes:1. F or Ty pical Secti on s e e "A butm e nt D etails No. 2 " She et.2. Fo r Sect ion A -A an d B- B, Be aring Pad Detail s, Ext ernal She ar Ke y, an d Inter nal S hear Key D etails see "Abut ment Deta ils N o . 2" Sheet .3. For Casi ng De tail s ee 4. Fo r Utili t y Op ening Dim ensio ns at Abut ment, see " Typi c al Se ction " She et.5. Abut ment and Footi ng Lo ngitu dinal Reinf orce ment Bars s hall b e La p Spli ced at Sta g e Co nstru ction Joint.6. For Wing wall Detail s, se e "Ab utme nt De t ails No. 1" She et. 7. Not al l Pile s are show n in Eleva t ion V iew.B7-10 U-8Edge ofDeck Edge of Deck 18+50 WW LOL WW LOL ℄ABUT BEARING6'-0" along WWLOLEdge ofDeck41'-2316"49'-21516"90'-518"Edge ofDeck Struc tu re App roachSlab Type (N)B7-10U-8WWLOLSteel Reinfo rced E lastomer ic Bear ing Pad, 16 "x16"x5" , tot 10Expanded Po lystyrene Future Uti l ity Open ing , Typ Interna l Shea r KeyExternal Shear KeyInterna l Shea r KeyExterna l Shea r Key2'-5716"6'-71516"9'-5916"6'-778"10'-6316"6'-71516"9'-5916"9'-5916"6'-71516""LAYOUT" Line "℄ Bridge"WWLOLNotes:1. For Typical Section see "Abutment Deta i ls No. 2" Sheet .2. For Section A-A and B -B, Bearing Pad Detai ls , Ex terna l Shear Key, and Interna l Shea r Key Details see "Abutment Deta i ls No. 2" Sheet .2. For Casing Detai l see3. For Uti lity Opening Dimens ions at Abutment , see "Typ ical Sect ion " Shee t.4. Abu tmen t and Foot ing Long itudina l Reinforcemen t Bars sha ll be Lap Sp liced at Stage Con st ruct ion Joint .5. Fo r W ingwal l Details, see "Abutment Details No. 1" Sheet.6. Not a ll P iles are shown in Elevat ion V iew .B7-10U-89'-5916"23+5012'-0" along WWLOLWW LOL WW LOL 10' CLR 13' CLR 36.00 ftASECTION A-AAFigure 1.1 - Anser’s plan to construct the bridge in a single stage and maintain traffic through the project Our schedule presented in Section E conveys the estimated duration of 475 working days in the current project specifications. However, due to the long lead time procurement of the CVWD 18” waterline material for the first-order work of relocation of the waterline, we anticipate the schedule duration to be approximately 515 working days. Both options listed above will avoid any delays to the work caused by supply chain issues with the ductile iron pipe and fittings. Either of these options will cut approximately two (2) months off the required working days, reducing costs to the City. Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 11 | moved slightly east to avoid a conflict. No other changes would need to be made to the plans and the remainder of the project would be built as originally designed. Further cost savings can be recognized by utilizing articulated concrete block in lieu of temporary concrete slope paving for the cut- off walls adjacent to the temporary bypass road. The savings will be further recognized as the plans do not show a cut-off wall on the east side of the bypass road, which will be required as the existing concrete low flow crossing will be removed during the Stage 1 bridge construction. The typical section in Figure 1.2 shows the articulated block could be placed over the entire fill section of the bypass road which will stabilize the road during periods of high stormwater flows. ANSER’S APPROACH TO THE PROJECT SCHEDULE - TIME AND COST SAVINGS! As shown in Appendix E, Anser’s analysis of the schedule estimates the time of completion to be 515 working days. This time is inclusive of all utility relocations, 2-stage bridge construction, and local roadway improvements as shown on the project plans and not any of the time saving measures mentioned above. When a time impact analysis is performed on the original schedule, delaying the project start and constructing the bridge in a single stage saves 9 months of construction! The time impact analysis of this time savings is shown graphically in Figure 1.3. Time is Money. The time savings shown above can result in significant cost savings to the project. Once contracted by the City, the Anser team is prepared to work with the project design team to implement our improvements to the plan to capitalize on these time savings. In doing so, we estimate some of the project savings illustrated below. C. PROJECT UNDERSTANDING AND APPROACHWWWRWRWRWRW RWS S S S S SSSSSSSSW W W W W W W W W W W W W W W W WGASGAS E OH E OH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH E OH E OH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOEEEEEEEEEECATVCATVSFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOMHSIGNALSIGNALSTOPSTOPSTOPMH PLACED ON CHANNEL R/W END 50' EAST OF EX SLOPE PROTECTIONTCE 4 AC 55 PLACED ON TCE 55 12111SIGN S.EMTCVSCAPN 600-390-033J PAUL BUILDING APN 600-00 -009CVWD1CVSC R/W R/W R/W END 1.0 7 5 4 X-GUTTER 6 4 4 AC WALK 4 CONC.2 59' 82.5' 5' 4CONC. 5 APN 600-0 0-009 CVWD 16+00 18+00 21+0019+00 22+0020+0017+00 1 1177S.EMTS.EMT11 11 ℄ ℄ CVSC C/ CVSC C/CVSC18"SD 67 1LIGHTCURLIGHT SHEET 1 FOR FULLREMOVAL LIMITS1WALL CVSC R/W TCE SGASGAEECATVCATVMS ROAD CORPORATE CENTRE DR EMOVALS SSS S S S S S SSS S S SMW MW MWMW MW EOHEOHS SWRWRWRWWWWW WW W W W W W W W W WSSSSSSSSSSSSS GAS GAS GAS GAS GAS GAS GAS GAS H EOH EOH EOH EOH EOH E OH EOH EOH EOH EOH OH EOH EOH EOH EOH EOH E OH EOH E OH EOH E OHCATVCATVCATV CATVCATVT T T T T T TPP PP FO FO FO FO FO FO FO FO FO FO FO FO FO FO MMME FO FO W W S SSSMHMHMHMH2 1 3 31 3 OFFICEMHCVSCAPN 600-010-009 APN 600-010-00LA QUINTA HIGH SCHOOL APN 600-0 0-010 DUNE PALMS MOBILE ESTATES 1 24"SD1 CVWD APN 600-010-009CVWD 111FENCE FENCE 24' TCE 5' 4 6 END 27+00.0 BL.WA1 8 CVSC R/W 4 1 42"SDR/W4CONC. 4AC 2 2 22' 4 AC 4 30' 4 WALK 1 C TCE AC 2 2 AC 1 1 1 1 53' 44' 7 7 7 7 14 8 24+00 25+00 26+00 27+00 28+23+00 11 11 66 11 8 MOBILE HOME TCE AC HOUSE TCE 21' 4 SHEET 17 FOR FULL REMOVAL LIMITS 67 42"L='66 6 FENCE CV S C R / W 75' 7 12 71 71 71 71 9 9 1 1 4 R/W R/W 67L=13'SSSSSSSSSSSSSSRWRWRWRWRWRWRWRWSSDUNE PA55353540404545505055606263454550505555454060605542333331BldgPPConcParkingDILtgWallGrouted RSPGrouted RSPConc ConcConc ConcSW SW484452 60 58Dirt Rd18 19 20 21 22 23 24Ret Wall No. 4N65°35'09"ENOTES:23+46.6218+69.78 19+73.20 21+08.20 22+43.20"LAYOUT" LineN0°09'52"W WWLOLWWLOLWWLOLWWLOLN72°09'52"W℄PIER 2N72°09'52"W℄PIER 3N72°09'52"W℄PIER 4N72°09'52"W℄BRG ABUT 1N72°09'52"W℄BRG ABUT 551.0 51.018'-11116"17'-11316"9'-138"18'-1118"18'-11116"9'-138"18'-1118"18'-11116"9'-138"18'-1118"17'-11316"17'-11316"N0°09'52"WN0°09'52"W N0°09'52"WN0°09'52"WRet Wall No. 2N71°53'13"WRet Wall No. 1N72°53'22"WRet Wall No. 3N71°20'45"W2-18" CMP66" Sleeve-54 Water LineSlope paving (E)Slope paving (E)Slope paving (E)Slope paving (E)Ret Wall No. 4N69°13'59"WConc. (E)Sewer Pipes (N)CL BRG ABUT 1CL BRG ABUT 5CL PIER 4CL PIER 3CL PIER 2TYPICAL SECTION Scale: 1" = 10' A B C F F F 86'-0" 1'-2"1'-2" 41'-10"41'-10" 40'-6" Stage 1 40'-6" Stage 2 3'-10" 5'-0" 2% Rail Width Including Arch. Treatment 2% 5' Dia. Column 5'-6" 3 CIP/Box Girder "LAYOUT" Line**℄Bridge Rail Width Including Arch. Treatment DC E G 1'-2"6'8'11'12'9'-8"12'11'8'1'-2"6' Bike/Cart Path Lane 1 Lane 2 Lane 2 Lane 1Median Bike/Cart Path Closure Pour H I J I J ℄ABUT BEARING20'-0" along WWLOL, typStructure ApproachSlab Type N(30)B7-10U-8WWLOL 49'-21516"41'-2316"90'-518"Steel Reinforced Elastomeric Bearing Pad, 16"x16"x5", tot 10Expanded PolystyreneFuture Utility Opening, Typ Internal Shear Key External Shear KeyInternal Shear KeyExternal Shear Key 10'-6316"6'-71516"9'-5916"9'-5916"6'-778"2'-5716"6'-71516"9'-5916"9'-5916"6'-71516""LAYOUT" Line"℄ Bridge"WWLOLNotes:1. For T ypica l Secti o n see " Abut m ent D e t ails N o. 2" S heet. 2. Fo r Secti o n A- A and B - B, Be a ring P ad De t ails, E x terna l She a r Key, a ndInternal Shear Key Details see "Abutment Details No. 2" Sheet.3. For Casin g Deta i l see4. F or Ut i l i ty O p e ning D imen s i ons a t Abut m ent, s ee "T y p ical S ection " Shee t .5. Abu t ment a nd Fo o ting L o ngitu d i nal R e infor c e ment Bars s hall b e Lap S plicedat Stage Construction Joint.6. F or Wi n gwall D etails , see " A butm e nt De t ails N o . 1" S h eet.7. Not a l l Piles are s h o wn in Eleva t i on Vi e w.B7-10 U-8Edge ofDeck Edge ofDeck18+50 WW LOL WW LOL ℄ABUT BEARING6'-0" along WWLOLEdge ofDeck 41'-2316"49'-21516"90'-518"Edge ofDeckStructure ApproachSlab Type (N)B7-10U-8WWLOLSteel Reinforced Elastomeric Bearing Pad, 16"x16"x5", tot 10Expanded Polystyrene Future Utility Opening, TypInternal Shear KeyExternal Shear KeyInternal Shear KeyExternal Shear Key2'-5716"6'-71516"9'-5916"6'-778"10'-6316"6'-71516"9'-5916"9'-5916"6'-71516""LAYOUT" Line"℄ Bridge"WWLOLNotes:1. For Typical Section see "Abutment Details No. 2" Sheet.2. For Section A-A and B-B, Bearing Pad Details, External Shear Key, andInternal Shear Key Details see "Abutment Details No. 2" Sheet.2. For Casing Detail see3. For Utility Opening Dimensions at Abutment, see "Typical Section" Sheet.4. Abutment and Footing Longitudinal Reinforcement Bars shall be Lap Spliced at Stage Construction Joint.5. For Wingwall Details, see "Abutment Details No. 1" Sheet.6. Not all Piles are shown in Elevation View.B7-10U-89'-5916"23+5012'-0" along WWLOLWW LOL WW LOL 10' CLR 13' CLR 36.00 ftASECTION A-AA Figure 1.2 - Anser’s plan to construct the bridge in a single stage and maintain traffic through the project Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar 2024 TIME SAVINGS!! 9 MONTHS / 180 WORKING DAYSDune Palms Road Bridge Schedule per Current Plans and Specifications Anser Time Impact Analysis & Time Savings! CVWD 18" WL IID Shoofly Bypass Road Channel Lining / Roadwork Demo Buildings 335 Working Days 2022 2023 CVWD 18" WL IID Shoofly Bypass Road 515 Working Days Dune Palms Road Bridge (Stage 2) and Closure Pour Procure Water Pipe Demo Buildings Dune Palms Road Bridge (Stage 1) Channel Lining & Roadwork Figure 1.3 - Time Impact Analysis Time Savings In Contractor Overhead and RE Office Costs 35% REDUCTION 15% SAVINGS Contractor Production/ Mobilization/Escalation Field Inspection Reduced 1000 HOURS Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 12 | C. PROJECT UNDERSTANDING AND APPROACH DESCRIPTION ISSUE PROPOSED SOLUTION No splice zone in main column reinforcement extends below pile cut off elevation CIDH pile are not constructable with this criteria Need to either increase CIDH diameter to imbed column or allow ultimate butt splice 5 feet above CIDH pile cut off elevation Clear space of 5” to rebar at column will create cracking on concrete surface Future maintenance issue with excessive cracking in bridge columns Typical rebar clearance for columns is 3”. Column and CIDH interface shall be reviewed to address issues. Ultimate butt splice criteria for CIDH piles and columns main vertical bar reinforcement not noted Ultimate butt splices required for bundled #14 main vertical bar reinforcement Add note to plans to designate bars that require ultimate butt splices Wing walls behind the abutments are not required as retaining walls are shown to be constructed parallel to bearing line at each abutment Cost savings by realigning wing walls and reducing retaining wall lengths Wing walls should not be constructed behind abutments and should be constructed as an extension of backwall in line with retaining walls Retaining walls are shown aligning with center of abutment which will conflict with bridge joint Future maintenance issues as bridge joint will be obstructed and not possible to install water stop Retaining walls should extend from wing walls placed in line with backwall Retaining walls do not indicate architectural treatment Future maintenance issues with graffiti removal Consider fractured rib texture finish as a graffiti deterrent Prestress ducts conflict with column steel and #11 transverse bars in bent cap. Designer has accounted for clearance to prestress center of gravity but multiple ducts will be required to achieve jacking force causing conflict Verify column vertical steel can be cut additional distance to avoid conflict. Verify capacity demand ratio of the bent cap is at least 1.0 when #11 bars are dropped down to clear ducts. 24”ø steel casings called out per standard plan at all locations but square blockouts are designed at end diaphragms Constructability issue with round casing and square block outs. Change blockouts to Standard Plan requirements of 28”ø for 24”ø casing. Electrical conduits are not typically installed inside a steel casing under approach slab as these conduits have special detail with steel plate to prevent differential settlement Constructability issue for IID to install their electrical conduits under approach slabs Add special details for utility conduits per IID requirements Plans do not call out electrical grounding detail for high voltage lines in the bridge. Safety issue with properly grounding the superstructure of the bridge. Add grounding details to the plans Soffit access openings in spans 2, 3 & 4 are conflicting with soffit flare concrete Constructability issue installing soffit access openings at locations called out. Relocate soffit access openings a minimum of 5 feet from soffit flares. Soffit access openings in spans 1 & 5 are adjacent to the bridge abutments Safety issue with easy access into the bridge soffit from the concrete channel lining Relocate soffit access openings closer to bent locations. Elevations not shown on deck contour sheet Deck contour sheet is unusable without elevations provided Revise and add elevations #10 headed bars connecting shear keys to abutment seat are not shown to be galvanized. Future maintenance as non- galvanized bars will rust within the construction joint Add not to galvanize these headed bars INITIAL CONSTRUCTIBILITY REVIEW Performing constructibility reviews for the project allows the construction team to do an in depth analysis of the project plans and identify issues on the plans prior to the Contractor performing work in the field in an effort to reduce cost and time impacts. The Anser team has preformed a preliminary review and some of our initial findings to the plans are identified below. Several of our comments below stem from lessons learned on previous projects that resulted in increased cost or time adjustments. We look forward to a focus meeting with the design team to go over our concerns and improvements to the plans to avoid disruptions during the construction phase of the work. Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 13 | C. PROJECT UNDERSTANDING AND APPROACH DESCRIPTION ISSUE PROPOSED SOLUTION If bridge is constructed in stages stub walls will need to be constructed at construction joint to back of abutment footing Constructability issue as shoring is unable to be constructed within footprint of abutment footing Plans should show stub walls at each abutment at the stage 1 construction joint location Sidewalk at bridge joints is missing joint armor Constructability issue as joint seal assembly turns up into barrier sidewalk curb face Plans should include Caltrans Standard XS sheets for Joint Armor for Pedestrian Walkways CV Link bridge soffit panels have LED light fixtures but there are no bridge electrical plans showing how the conduit is to be run to supply power to these lights Need a bridge lighting plan with conduit size and location within the bridge to capture all costs in the bid Include bridge lighting plan Limits for temporary slope paving for cut-off wall along temporary bypass road are not shown on the plans Constructability issue as limits of temporary slope paving need to be clearly identified Add temporary slope paving stations to start and stop MBGR’s missing at end of bridge barriers Safety issue with not installing MBGR’s with WB transition per CT Standards Evaluate if MBGR’s are required at the end of bridge and retaining wall barriers Pedestal bollards but there are no bridge electrical plans showing how the conduit is to be run to supply power to these lights Need a bridge lighting plan with conduit size and location within the bridge to capture all costs in the bid Include bridge lighting plan Is D-loading adequate for existing storm drain pipes to support retaining walls and fill east of abutment 5 Constructability issue as existing storm drain pipes may not be sufficient to support additional loading If existing D-loading of pipe is not able to be determined then pipe may need to be either removed and replaced or lined with structure liner Typical Section for retaining wall (Sheet 15) adjacent to La Quinta HS does not show barrier rail or fencing Safety issue as this vertical drop off is required to have a barrier rail and fence. Provide barrier rail and fencing details for this retaining wall. Will this extend decorative fencing as shown on the bridge plans? There is a conflict between the retaining wall and the approach slab concrete at abutment 5. Constructability issue as barrier/ sidewalk details between these structures are not compatible Step approach slab back to the end of the retaining wall to allow barrier/sidewalk transition Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 14 | CALTRANS LAPM PROJECT ADMINISTRATION We know that federal funds are the lifeblood for the Dune Palms Bridge Project and know the City works hard to apply and secure these federal funds. These funds have stringent requirements for the City to comply with during the work and Anser has the tools and expertise to ensure the City is always in compliance. Adherence with the Caltrans Local Assistance Procedures Manual (LAPM) is a necessary requirement of administering projects with Federal Funds. The Anser team, led by Lucas Rathe, PE has the relevant experience for administering construction projects in the methods necessary to ensure funding is protected at project close out. Figure 1.4 below shows recently completed or soon to be completed projects that the Anser team is administering to the Caltrans LAPM within Caltrans District 8. Each of these projects have undergone audits with Caltrans District 8 LAPM liaison, Chad Yang, and passed with no major findings. Once given the NTP, the construction team will focus on the portion of the work will follow Chapters 15, 16 and 17 of the LAPM. Prior to award of the contract, the Anser team will prepare all the financial and bid documents in accordance with LAPM Chapter 15 “Advertise and Award Project” through utilizing the checklists (15-A; 15-B; and 15-C) from the chapter to verify that critical contract items, such as Prevailing Wage Rates, FHWA-1273, DBE commitment/goals, permits, right- of-way acquisition, and Caltrans encroachment permit are completed. During the work, the team will maintain project records (diaries, photos, correspondence) ensure DBE requirements, materials compliance, change orders, and pay estimates in accordance with Chapter 16 “Administer Construction Contracts” of the LAPM. Once the project is complete, the team will finalize and confirm all DBE reporting, materials certifications, and complete any outstanding checklists required by Chapter 17 “Project Completion” of the LAPM. Compliance with these three chapters is essential for safeguarding the funding for the City of La Quinta on this bridge project. UTILITY COORDINATION – IMPACT, UNDERSTANDING, AND EXPERIENCE The Dune Palms Bridge project is contingent upon the relocation of electrical, domestic water and sanitary water facilities. IID and CVWD are responsible for the power and water facilities on the project, respectively. Anser has the recent experience working with these two agencies on the RCTD Avenue 66 Grade Separation Project and the CVAG CV Link Projects. We have crafted relationships and coordination mechanisms to successfully relocate facilities, install temporary shoo-flies, relocate sewer lines and install new domestic water lines. Our specific plan for each agency specifically for the Dune Palms bridge project is described below. CVWD Domestic Waterline – The Dune Palms Bridge shows a new 18” zinc coated ductile iron pipeline through the project limits. Anser recently completed a new 2700 LF 30” zinc coated ductile iron pipe for CVWD on the Avenue 66 Grade Separation project that tied into an existing mainline. Although, the construction manager is responsible for overseeing the Contractor, CVWD is very hands on during all stages of the installation of their facilities such as involvement with submittals reviews, preconstruction meetings, inspection, change orders and progress payments. We found that having both Dan Ruiz and Mario Zamora of CVWD participate in the weekly construction meeting was beneficial for them to understand how and when the CVWD work fell into the overall schedule. During these meetings we would discuss and resolve issues as necessary to keep the project moving. However, if a change does arise on the alternative bid items, CVWD will not hesitate to communicate change order costs, cost estimates, and language. For example, CVWD prefers lump sum change orders, but the provided construction specifications allow for force account work when the Contractor and Agency cannot agree on the price. This may present schedule delays and challenges when unforeseen changes to the pipeline occur. Our team will communicate these changes to CVWD’s engineering department to ensure swift resolution of field changes. We will also administer any direction in accordance with the La Quinta- CVWD cooperative agreement for the project. C. PROJECT UNDERSTANDING AND APPROACH PROJECT COST COMPLETION DATE FEDERAL FUNDING ADMINISTER PER LAPM RCTD - Avenue 66 Grade Separation $36M January 2021 YES YES CVAG – CV Link $45M February 2023 YES YES City of Menifee – ADA & Pedestrian Improvement $644K September 2020 YES YES City of Menifee – Traffic Signal Improvements (WEST)$485K January 2021 YES YES Figure 1.4 - Current/Completed Anser projects in accordance with Caltrans LAPM/District 8 Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 15 | CVWD Sanitary Sewer – It is important to understand that CVWD operates independently with respect to sanitary sewer, irrigation, and domestic water divisions. The project requires the relocation of CVWD sanitary sewer facilities to allow the construction of the northerly bridge abutment. The Anser team has recently completed the relocation of an 8” CVWD sewer line and new manholes for CVWD on the Avenue 66 project, working with key CVWD staff such as Jignesh Ladhawala and Armando Rodriguez. IID Relocations – Anser’s approach to coordination with IID begins with the division of scope of work that IID performs versus what the bridge contractor must perform. Typically, IID only installs the above ground facilities such as poles, conductors, and transformers. The construction contractors are responsible for trenching, conduit, red dyed slurry, and vaults. It would be beneficial that the provided contractor responsible utility installation plans (sheet 25 of the plans) be reviewed by IID prior to bid. Although IID will not take responsibility of the plans, it would be beneficial to have them review to find any red flags. For example, per IID’s D.E.P.G. REV. 5.0 2020 we know from our recent experience on Avenue 66 that IID requires slurry backfill for all UG conduit. The provided relocation sheet does not include any slurry backfill and warning tape notes. Therefore, we would want to confirm that the design the contractor is basing his bid off of includes these important notes to avoid any change orders during the work. Additionally, the provided plans do not have any addresses listed for the new service meters. The Anser team will work with the City to ensure any agreements, addresses, and accounts are set up prior to construction so that when the project needs the new power supply, it will be readily available. Anser also recently oversaw two shoo-fly installations at the Avenue 66 project to allow for the construction of the bridges. For IID to mobilize, the project must stake the project Right-of- Way for IID to place their poles. Once completed, IID will utilize their forces to install the poles and wire. Typically, IID needs 3-4 weeks advance notice of this work. The Anser team plans to write detailed specifications for utility work windows in the specifications so that the contractor can have specific activities as part of their CPM schedule. Our success with IID has been to have specific meetings with them every other week via Microsoft Teams to discuss schedule and action items. These meetings and constant communication resulted in zero project delays at our Avenue 66 project and meter turn-ons prior to the contractor needing power. We intend to bring the same level of intensity for utility coordination to the Dune Palms Bridge. Spectrum Relocation - The specifications state that the Contractor is to coordinate with Spectrum to install a future conduit in the joint trench with the IID conduit. Since the Contractor must install the IID conduit, we recommend that the Contractor also install the Spectrum conduit. This will allow the Contractor to install both lines without the need to wait for a 3rd party Contractor to come in to install a conduit. We recommend this conduit be an additive alternative item which the city can be reimbursed by Spectrum for this work. CV LINK COORDINATION Unique to the CV Link project, design aspects are continually updated as lessons learned are implemented throughout the construction progress for the overall program. As the CV Link prime construction management consultant team, Anser brings unrivaled insight into this project and the current design challenges. As an example of our current work, our team has been actively addressing a design conflict with the existing CMU wall footings and the proposed pathway elevations on the west side connector. To resolve this issue, our CV Link team has developed a potential solution through providing grade adjustments. This challenge, like many others, will be quickly rectified and additional costs avoided by leveraging the expertise and a hands-on approach of the Anser team as the construction manager, key benefits that will be readily applied for the Dune Palms Bridge Project. When the City of La Quinta was working with CVAG on CV Link contributions associated with the project, it was the Anser team that completed the independent cost estimate on behalf of CVAG to verify the final contribution amount. By utilizing this exact knowledge related to which components of the project make up the CV Link funding, our team will seamlessly track work to confirm that the City is fully reimbursed by CVAG for this scope of work and any changes which may be associated with it. PUBLIC OUTREACH AND COORDINATION This project will inconvenience the residents of over 80 mobile homes, hundreds of students, and thousands of community members. Our role as a construction management team is to always be sensitive to the residents and listen to their C. PROJECT UNDERSTANDING AND APPROACH RCTD, Avenue 66 Grade SeparationIID Shoofly Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 16 | concerns. We have learned early on that early engagement of the community to educate them of the upcoming projects has resulted in less complaints and issues. Andrea Suarez from Connect and Company will be our teams’ dedicated public liaison. She will be readily available to the local residents and businesses for any questions or concerns that may arise regarding schedule, impacts, and general project progress. Andrea and Lucas have an established relationship working together on past projects, including Avenue 66 Grade Separation. This relationship will enhance the outreach and coordination to quickly handle Contractor caused issues or implement changes to improve the field conditions. Our plan for optimal outreach efforts is illustrated in the below four-stage approach: Identify > Engage > Monitor > Respond PEDESTRIAN SAFETY A concern involving the construction staging for this project is the temporary pedestrian access route (TPAR) adjacent to the temporary bypass road. Caltrans allows profile slopes for sidewalks to follow permanent roadway alignments, but that does not apply to temporary pedestrian access routes that must comply with current ADA standards. Understanding it is the Contractor’s responsibility to construct acceptable TPARs based on the design. This requires the bid documents to indicate the acceptable ADA path of travel and sufficiently note all features that will be required in order for the TPAR to comply with current ADA standards. Construction issues involving TPARs can become costly change orders so it is best to provide detailed information within the bid documents. C. PROJECT UNDERSTANDING AND APPROACH Identify Stakeholders & Key Community Members – We will develop a contract list to explain information quickly and simply to the key people who may be affected by closures, noise, lighting, and other impacts that can their daily lives. Engage with the Community – Lucas and Andrea are always available to meet with the residents, schools, Fire Department and Police to educate the community about the project and what they should expect. We are prepared to present on behalf of the project to the City Council or news outlets to present status updates of the projects. Monitor Community Feedback - We will monitor social media posts, the construction hotline, and dedicated email address to capture, evaluate, and remedy community feedback regarding the project. Responses will be provided to the City within 24 hours. Respond to the Community – We take all positive and negative feedback seriously. We will investigate any complaints and ensure we engage with the community to remedy an issue or educate on any project concerns. Being responsive to the community upholds our commitment to building a project that enhances livelihood, rather than becoming a burden. The current design has pedestrian walkways as steep as 8.2%, which would require a 60” wide walkway, handrails, level landings every 200 linear feet, and adequate lighting. SANDAG, North Park Mid-City Georgia Meade and Landis BikewaysTemporary Pedestrian Access Route RCTD, Scott Road InterchangeOpen House Mobilized by Andrea Suarez D. Scope of Work Program D. Scope of Work Program Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 17 | D. SCOPE OF WORK PROGRAM CONSTRUCTION MANAGEMENT Pre-Construction Coordination & Management Immediately following our NTP, we will schedule a kickoff meeting with the City. We anticipate that one of our first tasks will be to create a master project schedule with all project deliverables (such as utility relocations, project milestones, environmental compliance, material delivery, and other compliance items) to use as our tool in monitoring the Contractor’s progress. Our team will generate report templates and submit to the City for review and comment so the monthly reporting will contain all necessary information for the City and City Council to stay abreast of the project. We can also cost- load the schedule to estimate monthly payments for a cash- flow analysis for the City’s annual budgeting. The Anser team is currently providing similar project controls on our RCTD Avenue 66 project site and CVAG CV Link project. The Anser team will thoroughly review project plans, specifications, permits, and other project documents. Shortly thereafter, will coordinate a visit to the project site with the City, design engineer, and other City representatives to verify conditions are accurately represented on the plans. Particular attention will be paid to potential work impacts to the local businesses and the traveling public during the construction. Advanced planning by the Anser team will ensure the following: verification of construction limits; review of field conditions; identification of areas for storage of long lead items, parking, and project site staging; identification of utilities that are within the project footprint and their ultimate disposition; photographic and video documentation of project site; and proactive preplanning to avoid project delays. Perform Constructability Review The constructability review allows our key personnel to intimately understand the plans and look for ways to lower project costs and accelerate schedule. This time will also look for loopholes or inconsistencies between the plans and specifications which the contractor could argue a claim. This proactive review will still eliminate errors in the field and potentially resolve claims before they have a chance to arise. On the other hand, we may become aware of Value Engineering opportunities to reduce project costs during this phase. Our proposal gives some high-level recommendations to changes to the staging and approach to handing high risk items. Our constructability review will evaluate quantities, note if there is sufficient details or information for the contractor to construct, and recognize scope gaps (typically between structures, civil, and electrical disciplines where different designers are utilized. After our review, the Anser team will begin to collaborate with the project designer to review the plans and our view of constructibility, staging, and utility relocation. Pre-Construction Conferences After contract award, the Anser team will assist the City in coordinating the pre-construction meeting by preparing a list of the necessary attendees, including, but not limited to, the contractor; design engineer; representatives from the City, fire, life safety, and law enforcement agencies; the appropriate utility companies; and other applicable parties. We will prepare an agenda that identifies the major project items and discuss everyone’s responsibilities in carrying out their tasks and provide meeting minutes for follow up items. Lucas and the core group will be available to attend public meetings and present project status, change order justifications, or any other updates to the City Council if requested. Review Certified Payrolls Standards established by the Department of Industrial Relations (DIR) require that contractor adhere to specific pay requirements and submit certified payrolls to the managing body. Daily diaries, along with employee EEO interviews, form the basis for reviewing contractor certified payrolls. During audits of construction records, certified payroll records are an area that is most often reviewed. The Anser team is strengthened in this area with Chia-Chi Wang, PE of DESI to assist in verifying contractor compliance with labor laws by ensuring that the employees are receiving their specific base rate and fringe benefits and the companies are contributing to the specific training. Any deficiencies will be reported and pursued through compliance, withholding of payment may be utilized to achieve compliance. Chia-Chi, an expert in the labor compliance field, has worked on multiple projects in accordance with LAPM requirements and will be an asset to our team. Submittal & RFI Management and Review The Anser team reviews, investigates, and recommends action on submittals and information based on information presented in the Contract plans and specifications. We are experienced and comfortable coordinating with all applicable parties on design related RFI’s and Submittals. Our materials quality assurance team from Leighton Consulting are another useful resource when reviewing materials related submittals and RFIs. RFIs impacting the design or contract of a project are always reviewed with City Project Manager prior to a response being issued to the Contractor. Our attitude is that the response should meet the terms of the contract unless the proposed solution is an overall benefit to the project. Anser utilizes a relatively inexpensive cloud-based software called C-MIS which provides submittal and RFI tracking that can be viewed by anyone on the construction team. Utilizing this standard software provides assurance that all records are kept, organized and easily attainable at any time during and after the project. Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 18 | D. SCOPE OF WORK PROGRAM Progress/Coordination Meetings Open communication is one of the keys to success of any project. The Anser team will coordinate and lead, as appropriate, weekly construction progress meetings with the contractor, as well as coordination meetings with the City, CVWD, IID, Caltrans, other third-party stakeholders, general public, and businesses as necessary and appropriate. For each of these meetings, agendas will be created ahead of time and meeting minutes of issues, discussions, statements, and commitments will be recorded and distributed within 24 hours of every meeting to the appropriate personnel. Scheduling Anser understands that the Contractor often has great ideas for efficiently completing the work. We are open to partnering and reviewing their proposals. If their approach can accomplish the work as described in the contract documents, we are willing to implement their proposals. We will also strictly enforce any hard dates or interim landmark targets. The Contractor’s Baseline Critical Path Method (CPM) schedule will outline their proposed methodology of work. Both Lucas and Scott will review the Contractor’s baseline schedule and analyze their proposed logic to ensure it is commensurate with typical bridge construction techniques. They will provide comments and accept the baseline a the beginning of the project. Utilizing the Weekly Statement of Working Days (WSWD), daily diaries, and photo records, the Contractor will submit monthly updates to be reviewed by the team. We will ensure that the Contractor is complying with the requirements of the monthly schedule updates and closely monitor the critical path to avoid delays and disruptions whenever possible. Non- working days and days added by the change order process will be incorporated into schedule updates. There are time sensitive notifications, submittal review times, and utility notifications that will need to be incorporated into the project specifications so that the contractor can list these critical items into the CPM baseline schedule and tie them to a specific activity. During each monthly update review, the engineer and Contractor can look at these items to verify the team is making the proper notifications to the utility or turning in and reviewing submittals. At the end of the project, Lucas will confirm the as-built schedule as a future tool for the City to use to estimate time on future City projects. Weekly & Monthly Progress Reports There are several weekly reports that the construction management team will prepare for both the overall project team as well as the contractor. Listed below are some of the necessary reports to keep record of the project as well as notify the Contractor, City, and third-party personnel with project information, issues, and concerns. These reports include: »Weekly Statement of Working Days - Documents the number of days counted during the contract each week. »Weekly Newsletter – Documents the project progress, include photos, issues, cost, and time reporting »Resident Engineer Reports – Documentation of weather, controlling operations, discussions with contractor, and/ or other important projects facts »Subcontractor Listing – Documents all the subs on the project to let the labor compliance administrators know what Certified Payrolls or Certificates of Non- Performance need to be submitted that week. »Storm Water Inspection – Documents the CM consultant’s review of the BMPs on site and corrective actions. Project Changes and Change Order Management Evaluation and negotiation of contract change orders (CCOs) are among the most important functions of the construction management team. A quick and accurate evaluation can help keep the project on schedule and avoid contractor claims. Prior to requesting the City’s approval, all potential contract change orders will be reviewed by the Lucas Rathe. Lucas will coordinate any request owner or third-party agency changes with the City’s Project Manager. No change order work will Figure 1.5 - Anser Sample Submittal Log Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 19 | D. SCOPE OF WORK PROGRAM be performed until approved by the City. We will obtain concurrences from the appropriate third parties as required by the Cooperative Agreements. The Anser team will have many interactions with the Designer, Contractor, and other City personnel during the project. The dynamic of the interaction between all these groups must be cohesive to successfully manage this project. The Anser team firmly believes and practices proactive management on the job and will make every attempt to resolve issues at the lowest level possible. Contractor’s often dispute what is shown in the plans or changes made by the management team. If a dispute does arise, the management team of Lucas and Scott will maintain the highest level of professionalism and will never take a difference of opinion personally. They will both utilize their experiences to be a partner and help the contractor when feasible, but at the same time be firm when an issue or condition needs particular attention. Payment Recommendations Anser will follow the time-tested procedures established in the Caltrans Construction Manual for the tracking and payment of materials placed by the contractor each month. Daily diaries become the basis of documenting the material placed by the contractor. This information is transferred to quantity (“Q”) sheets that are established for each item of pay. All Q-sheets are backed up with calculations, photos, or other means of verification, and are checked by an independent party prior to being submitted to Lucas. Monthly estimates are submitted to the City after discussion with the contractor and confirmation that payment items are accurate. The Anser team will closely monitor each item of work and look for trends early in the operation that could raise red flags of an overrun. If that does happen, Lucas will immediately bring it up to the City and begin to form mitigation ideas in order to save project costs. Temporary Traffic Control Consistent and clear communication with the City, residents, and local businesses will be important so that all stakeholders affected are informed of lane closures and traffic switches. The Anser team has experience with the California Manual on Traffic Control Devices (MUTCD) to inspect Contractor’s implementation of traffic control measures. Several times throughout the day, our inspectors will ensure all traffic control devices are set up in accordance with the Contractor’s approved traffic control plan. If we find that the residents are confused with the detours or set up, we will ask the Contractor to enhance their set up with additional cones, signs, or flaggers to assist local residents with navigating the site. Stormwater Pollution Prevention Plan (SWPPP) Given the duration of the project, we are anticipating that this project will not qualify for an erosivity waiver and should be classified as a Risk Level 1 project. Construction activities are ever changing for various reasons throughout a project, thus the basis for continuous monitoring on a project. Our first responsibility will be to review/approve the Contractor’s SWPPP and assist the City with approving it as the Legally Responsible Person (LRP) in the SMARTS system. Our team is extremely experienced in both Stormwater and Air Quality as our Resident Engineer, Lucas, is a Qualified SWPPP Developer (QSD) and has access to the SMARTS system and will ensure the Notice of Intent (NOI) is approved prior to beginning work and any other updates/annual reports/Notice of Terminations (NOTs) are appropriately filed. Our inspection team is trained in the implementation of various BMPs for construction activities for proper storm water and air quality protection. Final Inspection, Punchlist & Acceptance On projects with a large footprint and many items of work, such as this one, reviewing, managing, updating, and communicating a punch list can be daunting task. Anser has established an innovative way to streamline this process utilizing an interactive, live and always up-to-date punch list. This web-based punch list (using a cloud-based software such as Microsoft SharePoint) can be viewed by anyone at any time and is always current. The benefit is that Anser, the Contractor, and other agencies can have certain permissions to view, update and status the log. Anser inputs items on the log which the contractor can view, correct the items, and update the log once the item is complete. Anser will receive notification that punchlist items are completed and can verify completeness in the field and update the list. This log can be accessed and modified in the field using a smart phone or other mobile device. This streamlined process eliminates the needs for meetings, reduces the number of transmittals to/from the contractor and increases efficiency of the project team. At the end of the project, Lucas will complete both a proposed and final payment to the Contractor. He will assist the City with filing the required close-out documentation, including the “Notice of Completion.” He will supply the City and applicable stakeholders with a separate package containing all manuals, warranties, and other such guarantees as they relate to the individual project. Review, Maintain & Finalize As-Built Drawings As part of our daily and monthly documentation we will maintain “As-Built” drawings. Developing these items in a contemporaneous fashion ensures the most accurate memorialization of the activities as they occur in the event of a time impact or dispute. We will keep a “Live” As-Built set Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 20 | D. SCOPE OF WORK PROGRAM of plans using Bluebeam Studio Software. This will be a tool that each member of the Anser team can utilize and will have access to the most current set of plans at any time. At the end of the project, these electronic files can easily be bundled and transmitted to the designer to be updated into the electronic plan set and transmitted to the City, Caltrans, and applicable third parties for archiving. Project Closeout Once the project has been accepted by the City and Caltrans, a notice of completion will be written to the Contractor to relieve them of any further responsibility. The Anser team will prepare the final invoice, to issue payment to the Contractor and close out the contract by completing the necessary forms and reports for the City’s records. We will ensure that during this process the Contractor certifies that no claims against the City are present. The final project report is an important document for the project and the City. We know that each project has its own set of challenges and how the team navigates those challenges is unique as well. The Anser team recognizes the City may have future similar projects therefore documentation of lessons learned from the Dune Palms Road Bridge project will be imperative. We will prepare a report full of the lessons learned as well as a full records of the schedule, costs and progress photographs. At the end of the project, Anser will deliver audit ready documents for City record. If required by the City, the Anser team will be available to assist in any Caltrans Local Assistance Audit support. Anser has been audited by Caltrans on previous LAPM projects and has received high praise from the Caltrans auditor on the organization and administration of the project. We are confident our team will administer the project without any concern for loss of funding. INSPECTION Pre-Construction Activities: The Anser team is fully prepared before stepping onto any project. It will be Lucas’ responsibility as Resident Engineer, to ensure that the field inspectors have fully reviewed the contract documents such as plans, specifications, and permits. Lucas will sit down with our inspectors and give them an indoctrination of the safety, quality, compliance, traffic control, and any other information they will need for their assignment. Our lead inspector will attend all preliminary field walks with the City and attend the pre-construction meeting. In addition, our inspectors will be equipped with the tools required to do their job. These tools include a vehicle with safety lighting, PPE, laptop or iPad for their daily reports, cell phone, and camera. Lucas expects that all inspectors always carry a tape measure with them, as well as a notebook and pen. These are the standard tools of an inspector and must always be in their possession. Other tools that our inspectors will be equipped with are a builders/laser level, straight edge, measuring wheel, string lines, and stakes. Our inspectors are ready to provide continuous inspection during the standard eight-hour shift, but we recognize that the Contractor’s shift times may vary due to time of year or special operations. The Anser team will provide inspection support during all the Contractor’s shifts. Safety: Safety is Anser’s number one priority. This includes the safety of the traveling public, the Contractor, and our team. We adopt a zero-tolerance culture for preventable accidents to ensure that every team member and public drivers go home at the end of the day. Every member of our construction team has an obligation to never walk by an unsafe act. For this project, a few of the high-priority safety items the Anser team will look out for are machinery working near each other, traffic control, and slips and falls while constructing the slope paving. We will require the contractor to submit an Injury and Illness Protection Plan (IIPP) for all their operations for the project and make sure the Contractor is held accountable for enforcing their plan. If we see something that deviates from the Contractor’s plan, we will shut down the operation and call a meeting to make sure safety is the number one goal of the project. We also utilize the Caltrans safety checklist (CEM- 0606) to ensure all safety protocols are being adhered to and if something is found out of compliance, contact the Contractor to make an immediate correction. Cost Monitoring: At the beginning of the project, Anser will set up a master spreadsheet which tracks payment quantities of each bid item, as well as total payment amounts each month to the contractor. Change orders, extra work, and potential change orders will all be tracked in their own report. Additionally, payment for owner furnished materials and materials on hand will be separately reported. In addition to the estimate, we will prepare a monthly report that shows project cost vs. time, as well as the burn rate for the contractor against our projected burn rates to help show if the contractor’s progress from a cost perspective agrees with the schedule. We will analyze both bid items and construction change orders (CCOs) to estimate the total contingency used. The overall project costs will be measured against the contingency funds to ensure the City is not at risk of a budget overage. Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 21 | D. SCOPE OF WORK PROGRAM NPDES and AQMD Compliance: Storm Water Inspection is a key aspect of any project and Anser understands the importance of maintaining the project SWPPP and performing accurate and timely storm water inspection. Anser will work with the Contractor to ensure all QC SWPPP reporting is being done and any corrective actions are identified and rectified immediately. Anser ensures that the Contractor complies with the general construction permit throughout the life of the project. Anser staff review Contractor’s weekly, monthly, and annual site inspection reports as well as any discharge reports, storm water sampling reports, REAPS and pre/post storm inspection reports prior to them being submitted and uploaded to SMARTS. As a QSD, Lucas will be responsible for ensuring compliance for the duration of the project and that all final BMPs are placed correctly for long term reliability and low maintenance by the City. Maintain Photos and Video Records of Progress: Prior to the first working day, the job site is photographed to document pre-construction conditions of existing facilities and utilities that can be damaged during the construction process. Attention is paid to potential work impacts to the local businesses and the traveling public during the construction. Our inspectors photograph the work daily to show progress and completion of construction related activities. We provide hi-resolution photographs whenever requested by the City for presentations, handouts, or public documents. The Anser team employs licensed drone pilots who can provide aerial photographs (where allowed by law). This is an added benefit to any project to quickly see progress weekly or monthly. Anser also can provide 360 image captures via OpenSpace. OpenSpace captures 360-degree images which are then stitched to create a virtual walk (think google maps for the project). The pictures are geotagged allowing users to locate exact locations on the plans via the site plan and giving you split screen images of current day activities and any other past day activities in the same exact area. This tool has been proven invaluable in pre-construction services, in claims avoidance or dispute resolution, and serving as a historical record, which provides information for as-built designs in the future if needed. Anser currently utilizes this software for multiple clients such as RCTD’s Avenue 66 Grade Separation Project and SANDAG’s Meade & Landis Bike path project. Field Inspection: Anser offers professional and qualified inspectors with extensive experience with Greenbook and Caltrans standards. These individuals will provide daily on-site observation and inspection of required materials, equipment, and methods of construction and assure that the project remains in compliance with all contract documents, permits, and regulations. Our inspectors are also cross- trained and versed in compliance as it relates to ADA, traffic control, SWPPP, and AQMD PM10 inspections. Our daily inspection reports discuss conversations, labor, equipment, and work completed during the shift as well as adherence to the compliance aspects of the contract backed up with photographs. Our work plan is to eliminate surprises to the City by being proactive in working with the Contractor to identify and resolve deficiencies or problems as quickly as possible at the field level, which includes review of construction staking; however, we understand that our inspectors cannot deviate from the contract plans, specifications, and dictated means and methods. Our inspectors will participate in the weekly meetings and will utilize the three-week look-ahead-schedule to properly advance the construction effort by looking ahead, and by assisting the contractor in resolving issues before they become problems. All work will be inspected for conformance with contract plans, specifications, and current specified standards. Required field changes will be documented and incorporated into the Bluebeam As-Built set as described in the Construction Management section. Inspection documentation, processes, materials testing, and quality assurance will all be in accordance with projects, QMP, SIQMP, and any other quality standard. Daily Diaries: One of the more critical pieces of documentation on a construction project are the daily diaries. Daily field diaries will be made every day for every member of our staff that is in the field. These records become contemporary accounts of the project progress, documenting the contractor’s staff, equipment, work accomplished, and any potential issues that are encountered. When the contractor encounters difficulties in completing an item of work, the daily diary will provide the record of what was done, by whom, and what actual costs were expended to complete the work. Project activities will be photographed daily, labeled, and included with each daily diary. The daily diaries will be checked for completeness by Lucas and initialed to show his review. MATERIALS TESTING As Anser’s subconsultant, Leighton Consulting will perform materials testing services during construction. Leighton’s field personnel will be mobilized from their local Palm Desert office. They have labs in both Temecula and Irvine which are both ASTM and Caltrans approved, which will serve as the Independent Quality Assurance as required in the City’s QAP. To achieve material compliance both the Resident Engineer and Leighton will follow the four-step process below. »Material Test Request and Log: The material testing begins with the RE or designee sending a material test request to Leighton at least 24 hours in advance. The testing frequency by the RE will be in accordance with Caltrans Construction Manual Chapter 6. This will ensure Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 22 | D. SCOPE OF WORK PROGRAM Leighton sends the appropriate certified tech to site and is prepared to test to the parameters given by the RE. The RE will log the request in a materials test log for chain of custody tracking for the testing and results. »Field Testing: Leighton’s certified field technicians will be dispatched to this site, safety trained in accordance with both project-specific requirements and Leighton’s requirements. Conventional and customary personal protection for such construction sites, including a hard hat, reflective vest and eye protection will be provided to all field personnel. Field density tests will be performed in accordance with ASTM Test Method D6938 (nuclear gauge method). Documentation of all tester certifications will be kept on the project site. »Laboratory Testing: Laboratory testing program will follow project requirements and applicable state and county standards. Leighton will perform geotechnical laboratory testing of representative on-site and imported soils, and aggregate base materials to determine the laboratory maximum dry density and optimum moisture content (“compaction curves”), and corresponding grain size distribution to match these earth materials with the appropriate compaction curve. Additional geotechnical laboratory testing including aggregate testing such as Sand Equivalent (SE), corrosivity and/or R-value testing, will be performed as necessary in accordance with project requirements to check import material quality. »Office Review and Support: Laboratory test results and field daily reports will be reviewed and compared to project plans and specifications for compliance. If test results comply with project plans and specifications, then they will be distributed as previously established at the pre-construction meeting(s) and placed in an electronic project folder for easy access. If not, then Anser’s project manager and/or field representative will be notified immediately of any non-compliance. The RE will keep a record of any non-compliance until appropriate mitigation and/or corrective measures are taken/implemented. Material and Fabrication Acceptance Testing (Off- Site) Anser understands that Caltrans requires local agencies that administer their own projects to provide source inspection services. A Source Inspection Quality Management Plan (SIQMP) will be prepared by ZT Consulting that meets the CFR Title 23, City of La Quinta QAP and Caltrans LAPM. The SIQMP plan will outline the procedures and test methods to ensure materials fabricated off site meet contract requirements prior to shipment to the project. The SIQMP will be written in accordance with Source Inspection Guidelines for Local Agency’s (SIGLA manual) and approved by the Caltrans METS Oversight prior to the project’s start. Leighton will coordinate this effort and communicate inspected and released items to Lucas for final inspection upon receipt at the project. CONSTRUCTION STAKING/SURVEYING CL Surveying will perform construction staking services in accordance with the Caltrans Survey Manual Chapter 12, by or under the direction of a Professional Licensed Surveyor. An initial review of the plan set, and specifications will be made to identify any additional information that may be necessary to complete the construction staking activities. All horizontal and vertical control will be recovered and verified. Upon receipt of a written staking request from Lucas, detailing the work to be performed and the date it will be completed, CL Surveying will perform any necessary computations, submit requests for information (RFI), if necessary, and then set the stakes as required. CL Surveying can mobilize a field crew within 24-48 of receipt of a written survey request. Quality control is performed with each staking request. This may include verifying points staked, collecting as-built data to confirm computations made match existing conditions, and confirming that the plan sets being utilized are the latest and that no further revisions are available. We believe that staff continuity plays a key role in quality assurance. A concerted effort will be made to keep both field and office staff consistent throughout the project. ENVIRONMENTAL MONITORING Anser has again partnered with ECORP Consulting to provide the environmental monitoring for the project. ECORP currently provides a full scope of services in the area, including a biologist, cultural, and tribal monitor for the CV Link program. As part of the current CV Link project, ECORP is already completing biological surveys on both sides of the channel bank at Dune Palms. As the scopes of work are very similar, the Anser team will be able to provide a large scope of the environmental monitoring at a highly reduced rate. PUBLIC OUTREACH Neighborhood Liaison Strategy As discussed previously, public outreach and neighborhood communication are top priorities of the Anser team. We pride ourselves on being transparent to the public about their project and sharing the positive information with project progress. This is an exciting project for the City of La Quinta and the community should take pride in the project’s success. The project team will assist the City in providing important information for the public through public meetings, fliers, door hangers, social media, CMS signs and any other necessary media (both in English and Spanish). Any concerns from Property Owners and/or Residents will be brought to the Resident Engineer’s attention for action. Lucas will notify the City of any concerns and the recommendation. Anser AdvisoryCITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE 23 | D. SCOPE OF WORK PROGRAM Website In addition to a project hotline number, the project team will be responsible for management and updates of the City’s project website and will complement the information on the website via Facebook and Twitter updates. The website will have a link to the live feed from the contractor provided camera. These updates will notify businesses and residents of important closures, construction noises, or other impacts due to the construction. Lucas and the project team will be available by phone 24 hours a day, 7 days a week for emergency use. An Emergency Communication Plan will be developed at the beginning of the project to handle these protocols. This plan will be communicated with the local police and fire departments so that they are well informed of the progress of the project along with the impacts that could interfere with their duties. QUALITY CONTROL PLAN Our Anser quality control program will be in full force throughout the performance of its work. All written work products will undergo review for quality before being issued to the client. Prior to starting on an assignment, each Anser team professional undergoes an orientation for the specific assignment, outlining expectations, safety, deliverables, and logistics so that we hit the ground running. Anser management will also perform self-audits in the early stages of larger task orders to ensure that the City compliance is being met from start to finish of the task. Anser management are always available to our staff and clients to ensure the highest quality. For this project, Tyson will assist Lucas with Anser’s quality control. Tyson will periodically audit the project by reviewing work products such as daily inspection reports, payment calculations (Q-sheets), change orders, and any other deliverable required in the task order. Tyson will engage with the resident engineer, structures representative, inspectors or subconsultants on the project to make improvements, recommendations or corrections on the work product. This similar approach is taken on our other capital improvement projects and has proven to be a good checks and balances for overall quality of the work product to the satisfaction of the governing agency. El control de tráfico y la señalización continúan en Hammond Road y Parking Avenue 66 Bypass Road en Lincoln Road. GRADE SEPARATION Alerta de construcción: semana del 18 de octubre de 2021 Control de tráfico y señalización Hammond Road Lunes a viernes | 18 - 22 de octubre | 6 a.m. a 4 p.m. Continúan los cierres de carriles intermitentes con señalización en Hammond Road. Los automovilistas deben esperar breves tiempos de demora para brindar acceso a los camiones pesados que ingresan y salen del lugar de trabajo. Avenue 66 Bypass Road en Lincoln Road Lunes a viernes | 18 - 22 de octubre | 6 a.m. a 4 p.m. Los automovilistas que utilicen la recién inaugurada Avenue 66 Bypass Road cerca de la autopista 111 deben esperar pequeñas demoras mientras las cuadrillas ayudan a los camiones pesados a entrar y salir del área de construcción. Parking Lot Closure Continúa el cierre del estacionamiento El estacionamiento es limitado detrás del Centro de Servicios para Trabajadores Agrícolas y Familias de Mecca, ubicado en 91275 66th Avenue. El estacionamiento accesible ADA y el estacionamiento con cupo limitado para clientes están disponibles frente a la farmacia y otros negocios. El estacionamiento adicional está disponible en el estacionamiento del Boys and Girls Club al otro lado de la calle.No se estacione a lo largo de la acera roja o en doble fila. Se citarán multas por las infracciones de estacionamiento. ACTUALIZACIÓN DE PROYECTOLas cuadrillas están trabajando duro #ConnectingMecca. El trabajo continúa en los desagües pluviales, la nivelación de las carreteras, el acceso al nuevo puente y el riel de seguridad del puente. El cierre del estacionamiento continúa detrás del Centro de Servicio Mecca Family & Farmworker’s, ubicado en 91275 66th Avenue. Hay estacionamiento adicional disponible en el Boys and Girls Club. Las actividades de perforación están relacionadas con el trabajo de alcantarillado en el estacionamiento detrás del Centro de Servicios para Trabajadores Agrícolas y Familia de Mecca. El estacionamiento adicional está disponible al otro lado de la calle en el estacionamiento del Boys and Girls Club. Parking Lot Closure Ave66project.com 877.283.0066 #Ave66 Para la información más actualizada del proyecto en inglés y español Traffic control and flagging continue on Hammond Road and Avenue 66 Bypass Road at Lincoln Road. GRADE SEPARATION Construction Alert: Week of Oct. 18, 2021 Traffic Control and Flagging Hammond Road Monday-Friday | Oct. 18 – 22 | 6 a.m. to 4 p.m. Intermittent lane closures with flagging on Hammond Road continue. Motorists should expect brief wait times to provide access for large trucks entering and exiting the job site. Avenue 66 Bypass Road at Lincoln Road Monday-Friday | Oct. 18 – 22 | 6 a.m. to 4 p.m. Motorists using the newly opened Avenue 66 Bypass Road near Highway 111 should allow for slight delays while crews assist large trucks entering and existing the construction area. Sign-up to receive English/Spanish email or text updates at Ave66project.com 877.283.0066 #Ave66 Parking Lot Closure Parking Lot Closure Continues Parking is limited behind the Mecca Family & Farmworker’s Service Center, located at 91275 66th Avenue. ADA accessible parking and limited customer parking is available in front of the pharmacy and other businesses. Overflow parking is available in the Boys and Girls Club parking lot across the street. Please do not park along the red curb or double park. Parking violations will be cited. POJECT UPDATECrews are working hard #ConnectingMecca. Work continues on storm drains, roadway grading, the approach to the new bridge, and on bridge safety rail. The parking lot closure continues behind the Mecca Family & Farmworker’s Service Center, located at 91275 66th Avenue. Overflow parking is available at the Boys and Girls Club. Drilling activities are related to sewer work in the parking lot behind the Mecca Family & Farmworker’s Service Center. Overflow parking is available across the street in the Boys and Girls Club parking lot. Parking Lot Closure RCTD, Avenue 66 Grade Separation Public Construction Notices in English and Spanish Produced by Andrea Suarez E. Project Schedule E. Project Schedule CITY OF LA QUINTA CM AND INSPECTION FOR DUNE PALMS ROAD BRIDGE Anser Advisory24 | E. PROJECT SCHEDULE 2022 2023 2024 2025 Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Mar Apr May Jun Jul Aug Sep Oct Nov Dec Description Original Duration Start Finish Total Float Administration Project Administration Construction NTP Contract Start Date - March 2, 2022 - WD #227 0 03/02/22 0 Project Hammock 515 03/02/22 03/27/24 N/A Duration from NTP to Start of Bridge Construction 130 03/02/22 09/02/22 N/A Bridge Stage 1 Hammock 156 09/06/22 04/25/23 N/A Bridge Stage 2 Hammock 230 04/25/23 03/27/24 N/A Project Complete 0 03/27/24 0 Construction Critical First Order Work - Utilility Relocations & ROW Improvements Procure CVWD 18" DIP ( Zinc Coated, Made In USA)80 03/02/22 06/23/22 0 Mobilize to Project, Set Up SWPPP 5 06/10/22 06/16/22 0 DEMO Existing Structures 15 06/17/22 07/08/22 0 Install CVWD 18" Waterline 30 06/24/22 08/05/22 0 IID Shoo-Fly Installation 20 07/11/22 08/05/22 0 BY PASS ROAD - Install Base, HMA, Striping & K Rail 20 08/08/22 09/02/22 0 CVWD Sewer - Procure and Install Pipe 20 09/06/22 10/03/22 0 Structures Construction Stage 1 Bridge Pier 2, 3 & 4 CIDH & Column Construction (9 total)25 09/06/22 10/11/22 300 Abutment 5 - 24" CIDH, Footing and Wall 20 10/04/22 11/01/22 0 Stem and Soffit - Form/Rebar/Pour/Strip 55 10/04/22 12/23/22 0 Abutment 1 - 24" CIDH, Footing and Wall 35 10/12/22 12/02/22 300 Falsework - Pier 4 to Abutment 5, Roll Soffit Forms 15 11/02/22 11/23/22 20 Falsework - Install from Abut 1 to Pier 4, Roll Soffit Forms 25 12/05/22 01/10/23 300 Bridge Fiber Deck - Install IID Utilities /Form Lost Deck/Rebar/Pour/Mist Cure 40 12/27/22 02/24/23 0 Stress Bridge, Backwall, Approach Slabs, Bridge Railing, Sidewalks 30 02/27/23 04/10/23 0 Profile Grind, Install Joint Seals, Install Decorative Fence 10 04/11/23 04/24/23 0 Stage 2 Bridge Pier 2, 3 & 4 CIDH & Column Construction (3 total)15 04/25/23 05/15/23 0 Abutment 1 - 24" CIDH, Footing and Wall 30 05/02/23 06/13/23 0 Abutment 5 - 24" CIDH, Footing and Wall 30 05/16/23 06/27/23 0 Falsework - Abutment 1 to Abutment 5, Roll Soffit Forms 25 06/28/23 08/02/23 0 Stem and Soffit - Form/Rebar/Pour/Strip 40 08/03/23 09/28/23 0 Bridge Fiber Deck - Form/Rebar/Pour/Mist Cure 40 09/29/23 11/29/23 0 Stress Bridge, Backwall, Approach Slabs, Bridge Railing, Sidewalks 35 11/30/23 01/22/24 5 Alternative #2 Hold Time 28 11/30/23 12/27/23 5 Closure Pour - Form/Rebar/Pour 14 12/28/23 01/10/24 5 Center Raised Median 10 01/11/24 01/25/24 2 Profile Grind, Install Joint Seals, Install Decorative Fence 20 01/30/24 02/28/24 0 Retaining Walls Abutment 1 & Abutment 5 (Westerly) Retaining Walls No. 1 & 4 - Stage 1 30 02/27/23 04/10/23 0 Abutment 1 & Abutment 5 (Easterly) Retaining Walls No. 2 & 3 - Stage 2 30 06/28/23 08/09/23 70 Roadway Construction Stage 1 Roadway Curb & Gutter, Sidewalks, Driveway, Inlet & Drainage 25 01/19/23 02/24/23 15 Class 2 AB & Asphalt Paving 15 02/27/23 03/17/23 15 CVLINK Pathway (West of Bridge) 40 04/11/23 06/06/23 115 Final Striping & Traffic Change to Stage 2 1 04/25/23 04/25/23 0 Stage 2 Roadway CVLINK Pathway (East and Under Bridge)30 08/10/23 09/21/23 70 Curb & Gutter, Sidewalks, Driveway, Inlet & Drainage 25 11/30/23 01/05/24 0 Construct CVWD Slope Protection 70 11/30/23 03/13/24 10 Class 2 AB & Asphalt Paving 15 01/08/24 01/29/24 0 Slurry Seal& Final Stripe, OPEN BRIDGE TO TRAFFIC 20 02/29/24 03/27/24 0 Project StartProject FinishData DateProcure CVWD 18" DIP ( Zinc Coated, Made In USA) Mobilize to Project, Set Up SWPPP DEMO Existing Structures Install CVWD 18" Waterline IID Shoo-Fly Installation BY PASS ROAD - Install Base, HMA, Striping & K Rail CVWD Sewer - Procure and Install Pipe Pier 2, 3 & 4 CIDH & Column Construction (9 total) Abutment 5 - 24" CIDH, Footing and Wall Stem and Soffit - Form/Rebar/Pour/Strip Abutment 1 - 24" CIDH, Footing and Wall Falsework - Pier 4 to Abutment 5, Roll Soffit Forms Falsework - Install from Abut 1 to Pier 4, Roll Soffit Forms Bridge Fiber Deck - Install IID Utilities /Form Lost Deck/Rebar/Pour/Mist Cure Stress Bridge, Backwall, Approach Slabs, Bridge Railing, Sidewalks Profile Grind, Install Joint Seals, Install Decorative Fence Pier 2, 3 & 4 CIDH & Column Construction (3 total) Abutment 1 - 24" CIDH, Footing and Wall Abutment 5 - 24" CIDH, Footing and Wall Falsework - Abutment 1 to Abutment 5, Roll Soffit Forms Stem and Soffit - Form/Rebar/Pour/Strip Bridge Fiber Deck - Form/Rebar/Pour/Mist Cure Stress Bridge, Backwall, Approach Slabs, Bridge Railing, Sidewalks Alternative #2 Hold Time Closure Pour - Form/Rebar/Pour Center Raised Median Profile Grind, Install Joint Seals, Install Decorative Fence Abutment 1 & Abutment 5 (Westerly) Retaining Walls No. 1 & 4 - Stage 1 Abutment 1 & Abutment 5 (Easterly) Retaining Walls No. 2 & 3 - Stage 2 Curb & Gutter, Sidewalks, Driveway, Inlet & Drainage Class 2 AB & Asphalt Paving CVLINK Pathway (West of Bridge) Final Striping & Traffic Change to Stage 2 CVLINK Pathway (East and Under Bridge) Curb & Gutter, Sidewalks, Driveway, Inlet & Drainage Construct CVWD Slope Protection Class 2 AB & Asphalt Paving Slurry Seal& Final Stripe, OPEN BRIDGE TO TRAFFIC Start Date: 03/02/22Finish Date: 03/27/24Data Date: 03/02/22Run Date: 12/03/21 Page 1A DUNE PALMS ROAD BRIDGE PROJECT FEDERAL PROJECT No.: BRKLS-5433(014) CITY PROJECT No.: 2011-05 F. DBE Commitment F. DBE Commitment Dune Palms Road Bridge (CP#2011-05) 17%City of La Quinta Dune Palms Road spanning Coachella Valley Stormwater Channel from Corporate Center to Blackhawk Way RFP 2011-05 BRKLS-5433(014) Anser Advisory Management, LLC Health and Safety Manager 50515 AIX Consulting, Inc. 106 S Mentor Ave, Suite 201, Pasadena, CA 91106 (626) 734-7447 Construction Surveying 38284 CL Surveying and Mapping 400 East Rincon Street, Suite 202, Corona, CA 92879 (909) 484-4200 Public Outreach/Coordination Electrical Inspection/Labor Compliance 39638 Dynamic Engineering Services, Inc. 27395 Echo Canyon Court, Corona, CA 92883 (951) 471-8890Reddy Engineering Services, Inc. 9655 Granite Ridge Drive, #200, San Diego, CA 92123 (408) 309-4762 Landscape Inspection 46418 46434 Connect & Company, LLC 690 Carlsbad Village Drive, Ste 204, Carlsbad, CA 92008 (760) 889-6949 Tyson Atwood Project Manager (805) 459-7697 12/06/21 0.1 7.5 5.1 3.0 1.3 17.0 CALIFORNIA UNIFIED CERTIFICATION PROGRAM (CUCP) DEPARTMENT OF TRANSPORTATION OFFICE OF CIVIL RIGHTS PO BOX 942874, MS 79 SACRAMENTO, CA 95814 PHONE: (916) 324-1700 FAX: (916) 324-1862 TTY: 711 April 23, 2020 Mr. Vinay Reddy Firm Number: 46418 Reddy Engineering Service Inc 6443 Opal Way Carlsbad, CA 92011 Subject: NAICS and Work Category Code Changes Dear Mr. Vinay Reddy: We are in receipt of your April 14, 2020, NAICS/Work Code Letter requesting the following NAICS and Work Category Codes. REQUESTED CODES NAICS Codes Description 541320 Landscape Architectural Services Work Category Codes Description C8744 Landscape Architects APPROVED CODES NAICS Codes Description 541320 Landscape Architectural Services Work Category Codes Description C8744 Landscape Architects You may review your firm’s information in the CUCP DBE Database, which can be accessed at Caltrans’ Web site at http://www.dot.ca.gov/hq/bep/. Any additions and revisions must be submitted to Caltrans for review and approval. Sincerely, Marylee Miglino (Electronic Signature) MARYLEE MIGLINO Office Chief Certification Branch U G. Appendices G. Appendices Non-Collusion Affidavit ATTACHMENT 4 NON-COLLUSION AFFIDAVIT FORM Must be executed by proposer and submitted with the proposal I, ________________________________________ (name) hereby declare as follows: I am _________________________________ of ______________________________, (Title) (Company) the party making the foregoing proposal, that the proposal is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the proposal is genuine and not collusive or sham; that the proposer has not directly or indirectly induced or solicited any other proposer to put in a false or sham proposal, and has not directly or indirectly colluded, conspired, connived, or agreed with any proposer or anyone else to put in a sham proposal, or that anyone shall refrain from proposing; that the proposer has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the proposal price of the proposer or any other proposer, or to fix any overhead, profit, or cost element of the proposal price, or of that of any other proposer, or to secure any advantage against the public body awarding the agreement of anyone interested in the proposed agreement; that all statements contained in the proposal are true; and, further, that the proposer has not, directly or indirectly, submitted his or her proposal price or any breakdown thereof, or the contents thereof, or divulged information or data relative hereto, or paid, and will not pay, any fee to any corporation, partnership, company, association, organization, proposal depository, or to any member or agent thereof to effectuate a collusive or sham proposal. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Proposer Signature: __________________________________________________ Proposer Name: __________________________________________________ Proposer Title: __________________________________________________ Company Name: __________________________________________________ Address: __________________________________________________ Melanie Estes Chief Delivery Officer Anser Advisory Management, LLC Melanie Estes, PE Chief Delivery Officer Anser Advisory Management, LLC 73-710 Fred Waring Drive, #102, Palm Desert, CA 92260 Insurance Acknowledgment ATTACHMENT 3 INSURANCE REQUIREMENTS ACKNOWLEDGEMENT Must be executed by proposer and submitted with the proposal I, ________________________________________ (name) hereby acknowledge and confirm that __________________________________ (name of company) has reviewed the City’s indemnification and minimum insurance requirements as listed in Exhibits E and F of the City’s Agreement for Contract Services (Attachment 1); and declare that insurance certificates and endorsements verifying compliance will be provided if an agreement is awarded. I am _________________________________ of ______________________________, (Title) (Company) Commercial General Liability (at least as broad as ISO CG 0001) $1,000,000 (per occurrence); $2,000,000 (general aggregate) Must include the following endorsements: General Liability Additional Insured General Liability Primary and Noncontributory Commercial Auto Liability (at least as broad as ISO CA 0001) $1,000,000 (per accident) Personal Auto Declaration Page if applicable Errors and Omissions Liability $1,000,000 (per claim and aggregate) Worker’s Compensation (per statutory requirements) Must include the following endorsements: Worker’s Compensation Waiver of Subrogation Worker’s Compensation Declaration of Sole Proprietor if applicable Melanie Estes Anser Advisory Management, LLC Chief Delivery Officer Anser Advisory Management, LLC ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH- STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 11/11/2021 (703) 827-2277 (703) 827-2279 20478 Anser Advisory Management, LLC 2677 North Main Street Suite 400 Santa Ana, CA 92705 35289 20508 35378 A 1,000,000 7011411355 10/26/2021 1/17/2023 1,000,000 15,000 1,000,000 2,000,000 2,000,000 1,000,000A 7011411369 10/26/2021 1/17/2023 10,000,000B 7011652381 10/26/2021 1/17/2023 10,000,000 10,000 C 7011411386 10/26/2021 1/17/2022 1,000,000 N 1,000,000 1,000,000 D Professional Liab.MKLV7PL0004397 10/26/2020 Per Claim/Aggregate 2,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: ALL PROJECTS/OPERATIONS City of La Quinta is included as additional insureds with respects to General Liability and Umbrella Liability when required by written contract. General Liability and Automobile Liability are primary and non-contributory over any existing insurance and limited to liability arising out of the operations of the named insured and when required by written contract. General Liability, Automobile Liability and Workers Compensation policies include a waiver of subrogation in favor of the additional insureds where permissible by state law and when required by written contract. Umbrella Liability coverage sits excess over General Liability, Automobile Liability and Employers Liability coverage. City of La Quinta 78495 Calle Tampico La Quinta, CA 92253 ANSERAD-01 KGODWIN Ames & Gough 8300 Greensboro Drive Suite 980 McLean, VA 22102 admin@amesgough.com National Fire Insurance Company of Hartford A(XV) Continental Insurance Company A(XV) Valley Forge Insurance Company A(XV) Evanston Insurance Company X 1/17/2022 X X X X X X X X Team Resumes ANSERADVISORY.COM TYSON ATWOOD, PE, QSD PROJECT MANAGER Mr. Atwood has over 18 years of experience successfully providing engineering construction management services for a wide variety of capital improvement projects including bikeways/bike paths, railroad grade separations, airport rehabilitations, highways, wastewater treatment facilities, water supply infrastructure, pipelines, utility undergrounding, and general roadwork. He has successfully performed all project level roles including: Resident Engineer, Inspector, Qualified SWPPP Developer and Practitioner, Office Engineer, and Scheduler. In addition to his project roles, he has also performed such duties as a Claims Analyst and Constructability Reviewer. He has a strong understanding of Caltrans Standard Specifications, Plans, and Construction Manual. SELECT PROJECT EXPERIENCE Coachella Valley Association of Governments (CVAG), CV Link Multi-Modal Transportation Facility, Coachella Valley, CA Construction Cost: $100M+ | Project Timeline: 03/2020-Current Senior Resident engineer responsible for construction of 41.1 miles of combination bikeway and NEV path construction throughout the Coachella Valley. Major project highlights include, 40+ miles of concrete path, two new bridges, park like improvements including shade structures, and flood channel improvements. Major stakeholders include: City of Palm Springs, City of Palm Desert, City of La Quinta, City of Indio, City of Coachella, and Coachella Valley Water District. City of Palm Desert, CV Link Project No. 707-20, Palm Desert, CA Construction Cost: $3M+ | Project Timeline: 10/2019-Current Tyson was the Resident Engineer responsible for all aspects of the project which included over 3.1 miles of combination on Class IV bikeway and NEV path construction on. Project also includes construction on of an architectural access point and traffic signal improvements. Project requires coordination on with various agencies included Coachella Valley Water District (CVWD) and College of the Desert. During the pre-construction phase, Tyson lead the CM team with constructability review, advanced development of project specifications, utility coordination, and project scheduling. SANDAG, North Park | Mid-City Georgia – Meade and Landis Bikeway Projects, San Diego, CA Construction Cost: $16.4M | Project Timeline: 09/2019-Current Resident engineer responsible for the construction of over 6.5 miles of new bikeway through two parallel streets in the urban area of North Park in San Diego. The projects are designed to enable people to bike and walk safely on more direct and convenient routes within and between major regional destinations and activity centers. The main feature of the project is the addition of 18 neighborhood traffic circles. Other features include buffered bike lanes, raised crosswalks, reverse angle parking, and other traffic calming measures. SANDAG, Bayshore Bikeway Segments 4B and 5, San Diego, CA Construction Cost: $2M | Project Timeline: 12/2016-07/2018 Tyson was the Resident Engineer responsible for all aspects of the project which included 2.2 miles of a combination of Class I, II, and III type bicycle facility, security fence replacement, and bridge work. Project went through various agencies right-of-way and/or property which required the coordination with: National City, Port of San Diego, San Diego Gas & Electric, BNSF, and the Navy. Project also includes a gravity retaining wall, metal beam guardrail, AC improvements, and a new Navy/SDG&E security fence. Major project responsibilities include: Monitoring Safety, Develop Progress Payments, answering RFI’s and Submittals, Contract Change Orders, Weekly and Monthly reporting, monitoring contract compliance with the plans and specifications, schedule review, managing field personnel, communication among all project stakeholders. Education Bachelor of Science, Civil Engineering, California Polytechnic State University, San Luis Obispo, 1998 - 2003 Licenses/Certifications CA Professional Engineer No. 71514 Qualified SWPPP Developer No. 01243 AQMD Coachella Valley Fugitive Dust Control, No. CV1907-008280- 8321 Experience Years’ Experience: 18 Years with Anser: 7 TYSON ATWOOD, PE, QSD PROJECT MANAGER ANSERADVISORY.COM County of San Diego, AC Overlay FY ‘17/18 – Segment ‘C’, San Diego, CA Construction Cost: $9.2M | Project Timeline: 09/2018-07/2019 Tyson was the Resident Engineer responsible for all aspects of the project which included over 122 locations, totaling over 30 miles of roadway improvements. The program consists of a combination of asphalt overlays and mill and inlays which utilize both Type A Hot Mix Asphalt (HMA) and Polymer Modified Asphalt Concrete (PMAC). The project also includes AC dike replacement, fog seal, ADA ramp improvements, video detection signal improvements, and striping. Responsible for ensuring that traffic control was setup and maintained based on the approved traffic control plans. Although there were significant additional costs during construction, due to advanced forecast modeling by Tyson, the project scope was altered on several roadways, allowing the overall project to come in under budget. SANDAG, Hill Street Slope Repair and Stabilization, San Diego, CA Construction Cost: $3.1M | Project Timeline: 08/2018-05/2020 Tyson was the Resident Engineer in charge of project which stabilized over half a mile of failing slope along an active MTS trolley track. Slope will be step graded during construction in order to achieve stability. Daily coordination with MTS is required in order to ensure proper flagging and safety measures are in place related to specific daily tasks. Project also includes streets improvements and coordination with local commercial buildings in the area. A VECP change order was executed which changed the retaining wall from soldier piles to gravity retaining wall system, saving the project significant funds. Project has federal funds and will be managed under the SANDAG and Caltrans LAPM guidelines for federally funded projects. County of Imperial, CMAQ Various Unpaved Roads, Imperial County, CA Construction Cost: $1M | Project Timeline: 02/2018-01/2019 Tyson was the Resident Engineer responsible for all aspects of project which constructs three-inch AC Grindings Caps on six various unpaved roads throughout various locations of Imperial County. Project consists of minor grading, compacted Class II Base, and placement of SS1h oil prime coat. Project had to work around several environmental mitigation issues, including a partial project suspension due to nesting burrowing owls. Project managed under guidelines specified in the Caltrans LAPM. SBCTA (formerly SANBAG), North Milliken Avenue Grade Separation, San Bernardino, CA Construction Cost: $27M | Project Timeline: 06/2010-08/2013 Assistant resident engineer on a team providing construction management and inspection services for the construction of the new Union Pacific Railroad (UPRR) bridge over north Milliken Avenue in the City of Ontario. The bridge was a two-span precast concrete box beam structure that was 52 feet wide and 168 feet in length. The project involves elevating the profile of the railroad track up to 28 feet in height so that the trains will travel over the existing roadway at north Milliken Avenue. Over 300,000 square feet of T-Wall retaining wall panels will be placed on the project to elevate the tracks and support the UPRR freight trains. The T-Wall retaining wall panels are an AREMA approved proprietary wall system with over 7,000 individual panels placed over a four-mile stretch. The project also involved: utility relocations, PCC paving, asphalt paving, shoofly track, traffic signals, electrical, lighting, stage construction, traffic control, landscape and irrigation, signing and striping. ANSERADVISORY.COM LUCAS RATHE, PE, QSD RESIDENT ENGINEER Lucas has an in depth understanding of Caltrans requirements and extensive experience complying with Caltrans policies, procedures, manuals, and guidelines. With more than 15 years of experience, he has served on more than $600 million in heavy civil construction projects including design, design management, and construction management for highway, bridge, roadway, and transit facilities. He has performed project management and resident engineering services on major highway and bridge projects built in compliance with Caltrans requirements. Some of his recent notable experience includes the I-215 Scott Road Interchange, I-215 Newport Road Interchange, and the Avenue 66 Grade Separation Project. Lucas began his career working for a large construction company and was involved in projects ranging from $150 -$500 million in construction value. His involvement as a field engineer, superintendent, and project manager allows Lucas the unique insight on the day to day challenges of what it takes to be a contractor. This allows Lucas to listen to the contractor and understand their concerns to resolve issues quickly. His understanding of the means and methods of various construction, along with his command of the Caltrans process and local Riverside County experience, makes him the ideal Resident Engineer for the City. SELECT PROJECT EXPERIENCE RCTD, Avenue 66 Grade Separation Project, Mecca, Riverside, CA Construction Cost: $36.8M | Project Timeline: 10/2019 - Current Lucas serves as Resident Engineer on this $36.8M Construction project. Lucas is responsible for the contract administration in accordance with Caltrans Local Assistance. He leads a team of inspectors and subconsultants whose scopes are in the areas of Material Testing, Source Inspection, Public Outreach, and Environmental Compliance. The project proposes to construct a grade separation bypass connecting SR-111 to Avenue 66 with a new 780 LF cast in place railroad grade separation bypass over UPRR, SR-111, and Hammond Road in the community of Mecca, California. Driven steel pile supports the abutment and bent footings. There is 1700 LF of MSE Wall to support the embankment to the abutments with a 4-month settlement period prior to wall construction. Other proposed improvements will include construction of new road with HMA and Class 2AB, construction of a 175 LF simple span cast in place bridge to cross CVWD’s Lincoln Irrigation Channel, construction of Traffic Signals, Drainage Improvements and Relocate over 20 utilities for IID, CVWD, Kinder Morgan, Spectrum and Frontier. RCTD, Scott Road Interchange Project, Menifee, CA Construction Cost: $57.8M | Project Timeline: 11/2017 – 06/2020 Mr. Rathe is the utility coordinator and deputy resident engineer for the reconstruction of the existing Scott Road diamond interchange into a partial cloverleaf interchange configuration. Mr. Rathe is responsible for overseeing critical relocations by Southern California Edison, EMWD and Frontier so that the contractor can complete their staged work without delay to the project schedule. He uses his past relationships with the project planners and field supervisors to coordinate the relocation work timely. Mr. Rathe communicates his experiences with the contractor to engage them in the work and to work together to avoid delays to the project. Elements of this project includes: over 102,000 CY of excavation and 100,000 CY of import borrow, traffic control, SWPPP Risk Level 1, construction of a 6 lane x 350LF long cast in place bridge, demo of existing bridge and roadway elements, guardrail, JPCP pavements, highway lighting, landscaping and utility relocations. RCTD, Newport Road Interchange Project, Menifee, CA Construction Cost: $42M | Project Timeline: 07/2014 - 06/2017 Reconstruction of the existing Newport Road diamond interchange into a partial cloverleaf interchange configuration. The design of the interchange includes bridge reconstruction and widening, concrete pavement, retaining walls and over 130,000 CY of import material. Mr. Rathe Education Bachelor of Science, Civil Engineering, University of Pittsburgh, 2003 - 2007 Bachelor of Arts, Mathematics, Seton Hall University, 2003 - 2007 Licenses/Certifications CA Professional Engineer No. 76273 Qualified SWPPP Developer No. 21590 Certified Construction Manager No. 4284 (expired) Experience Years’ Experience: 15 Years with Anser: 7 LUCAS RATHE, PE, QSD RESIDENT ENGINEER ANSERADVISORY.COM was the deputy resident engineer for the reconstruction of the existing Newport Road diamond interchange into a partial cloverleaf interchange configuration. He was the projects utility contact and successfully oversaw the relocation of 9 separate utility facilities without any impact to the project’s schedule. Mr. Rathe was responsible for leading a team of inspectors to ensure the Public Safety, QA/QC, Environmental Compliance and all other facets of the Project Specifications are met by the Contractor. To facilitate the construction of this Caltrans Local Assistance Project, the contractor had to build the work within eight individual traffic stages. Mr. Rathe’s primary role to the project was constant coordination and communication during the stages of the work to the contractor, stakeholders and the public in order for the project to be built safely and minimize impacts to the community. City of Menifee, CIP 17-05 Citywide ADA and Pedestrian Safety Improvements Construction Cost: $680k | April 2020 – Current Project consists of replacing existing pedestrian push buttons to APS and replacing existing pedestrian signal heads to countdown type at 47 intersections around the City. The scope of the project either creates or replaces new ADA compliant curb ramps at 11 locations around the city. As Resident Engineer, Lucas was responsible for the project coordination, project schedule, quality assurance, and administration per the Caltrans LAPM. City of Menifee, CIP 16-08 Citywide Traffic Signal Project (EAST) Construction Cost: $413k| November 2019 –June 2020 The Traffic Signal East project scope provided required the installation of series of wireless radios to existing traffic signal poles around the city. Each radio was connected directly with the controller at each intersection. The radios all communicated back to a main hub at the City Hall to create a Traffic Management Center. As Resident Engineer, Lucas was responsible for the project schedule, quality assurance, and administration per the Caltrans LAPM. County Wide Asphalt Concrete Overlay Project, County of San Diego, San Diego, CA Construction Cost: $7.5M | Project Timeline: 12/2016 – 01/2017 As resident engineer, Mr. Rathe was responsible for the contract management and inspection oversight of this County of San Diego asphalt concrete resurfacing project. The work took place at varying locations in the County of San Diego. Items of work for the project include: cold in place recycling, digouts, tire rubber modified asphalt concrete, asphaltic emulsion fog sealing, adjust manhole and survey monument covers, rumble strip, paint traffic striping, thermoplastic pavement markings and concrete work. This project qualified for the CALRECYCLE grant funding program which required Mr. Rathe to ensure that the Contractor provided all supporting documentation and conformed to all the requirements of the program. City of Menifee, Newport Road Rehabilitation Project, Menifee, CA Construction Cost: $857K | Project Timeline: 11/2016 – 03/2017 DHS Consulting was contracted by the City of Menifee for Construction Management Services for a Federally Funded, Caltrans Local Assistance Oversight Project responsible for rehabilitating about 1.0 miles of an undivided arterial road. The project generally consisted of a 0”-2” edge grind and overlay with 2” rubberized asphalt concrete, crack filling, striping, detection loop replacement, installation of new bicycle loop detection, adjusting existing manholes and valves to grade and re- striping. Concrete repair work will include ADA ramp replacements, curb repairs, and cross gutter replacements. As deputy resident engineer, Mr. Rathe administered the contract under the Caltrans Local Assistance Procedures Manual. Materials testing for HMA/RHMA was done in accordance with the standard QA process of the Caltrans Standard Specifications, section 39. DHS was also responsible for ensuring proper traffic control was maintained during the project, preparing monthly pay estimates, writing CCOs, CPM Scheduling Reviews, verifying ADA compliance. PROFESSIONAL PROFILE Scott D. Walker, P.E. Structures Representative Education: 1990 / B.S. Civil Engineering, California State University, Long Beach Professional Registrations: 1994 / Civil Engineering / California #51913 Arizona #33248 Nevada #14019 2011 / QSD & QSP / #21475 Qualifications: Mr. Walker has thirty years of construction experience related to highways, roadways, interchanges and land development. He has served as project manager, resident engineer, structures representative, construction scheduler, estimator, structure and roadway inspector. Mr. Walker has been responsible for roadway and bridge design and construction, supervision of technical and field staff, change order negotiation and preparation, contract administration, critical path schedule reviews, storm water pollution prevention plan preparation and compliance, claims mitigation, selection committee interviews, cost estimate preparation, reviewing and designing structure related shop drawings, assuring compliance with plans and specifications. Experience: Hamner Avenue Bridge Replacement Project, Riverside County Transportation Department, City of Norco, California ($49 Million) Structures Representative for the construction of the Hamner Avenue Bridge over the Santa Ana River between Detroit Street and Citrus Street. The Hamner Avenue Bridge is a seven span prestressed box girder bridge 1200 feet in length divided into 2 separate frames connected with a hinge. The overall width of the bridge is a constant 101 feet with a depth of 7’-6” and will be constructed in 2 stages to facilitate continual traffic flow on Hamner Avenue. The bridge abutments are supported on 70 foot deep 60” diameter CIDH piles and the columns on 96” diameter CIDH piles ranging in depth from 102 feet to 137 feet. The CIDH piles involve the drilling and installation of rock sockets through the weathered granitic rock zones ranging in depth from 8 feet to 50 feet at the pile tip. A host of electrical, water and communication utilities are scheduled to be installed within the new bridge structure. There are six (6) individual retaining walls with various type selections from MSE, soldier pile, cast-in-place concrete and custom barrier slab walls. Unique challenges for this project involve steel pipe falsework design capable of withstanding the100 year flood capacity through the Santa Ana River. Magnolia Avenue Grade Separation Project (BNSF), Riverside County Transportation Department, City of Riverside, California ($37 Million) Structures Representative for the construction of the new Magnolia Avenue Overhead bridge over the BNSF double tracks on Magnolia Avenue between Lincoln Avenue and Buchanan Street. The project involved a 10 span prestressed box girder bridge 1461 feet long by 82 feet wide. The bridge columns were supported on 13 foot diameter cast-in-drilled hole piles with an average depth of 85 feet. The piles were drilled in ground water using a polymer synthetic slurry. The piles were tip grouted to achieve proper end bearing capacity, which injects high pressure grout injected at the base of the pile. The project involved both MSE retaining systems and cast-in-place type 1 retaining walls for the bridge approaches. Transverse stressed outriggers were designed so that all the bridge columns remained outside the BNSF right-of-way and did not hinder the development of future tracks. The bridge was divided into two frames connected with a hinge in the superstructure. S. Milliken Avenue Grade Separation (UPRR), City of Ontario, California ($45 Million) Project Manager/Resident Engineer for raising Milliken Avenue over the Union Pacific Railroad (UPRR) tracks on the Los Angeles Subdivision. The Milliken Avenue Overhead bridge was a 4 span cast-in-place prestressed box girder bridge 115 feet wide by 285 feet long. The Philadelphia Street Undercrossing bridge was a simple span cast-in-place voided slab structure 129 feet wide by 45 feet long. Extensive utility relocations included Edison Transmission lines, Edison Distribution lines, Edison Fiber Optic, Time Warner Cable and Verizon wireless onto a temporary shoofly pole alignment. Underground utility relocations included a 16” medium pressure gas main, Edison, Verizon, 42”, 30”, 20”, 18”, 16” and 10” City and JCSD water mains, 27” and 12” City and IEUA sewer mains, City and UPRR communication lines. Project had miles of cast-in- place Type 1 modified retaining walls ranging in height from 4 feet to 38 feet tall. Architectural features involve decorative pilasters, surface texture and protruding concrete arches. N.Vineyard Avenue Grade Separation (UPRR), City of Ontario, California ($32 Million) Project Manager / Resident Engineer for the construction of the UPRR bridge over Vineyard Avenue between Airport Drive and Holt Boulevard. The bridge was a two-span precast box beam structure 52 feet wide and 138 feet in length. The project involved lowering Airport Drive, Vineyard Avenue and Holt Boulevard in order for Vineyard Avenue to go under the new railroad bridge and connect to the intersections on both the north and south side. Underground utility relocations included the Gas Company, Edison, Verizon, 18” and 16” City water mains, 8” City recycled water main, 27”, 12” and 8” City sewer mains, and City communication lines. Close coordination with Los Angeles World Airports (LAWA) was a crucial part of the project at the time of the project the Ontario Airport was operated by LAWA. N. Milliken Avenue Grade Separation (UPRR), San Bernardino Associated Governments (SANBAG), City of Ontario, California ($49 Million) Resident Engineer/ Structures Representative for the construction of the UPRR bridge over north Milliken Avenue. The bridge is a two span precast box beam structure 52 feet wide and 168 feet in length. The project involved elevating the profile of the railroad tracks up to 28 feet in height so that the trains will travel over the existing roadway at north Milliken Avenue. Over 300,000 square feet of T-Wall retaining wall panels were placed on the project to elevate the tracks and support the UPRR freight trains. The T-Wall retaining wall panels are an AREMA approved proprietory wall system with over 7,000 individual panels placed over a 4 mile stretch. Date Palm Bridge Widening, Cathedral City, California ($16M) Resident Engineer/Structures Representative for widening at Date Palm Drive Over White-Water River bridge. The existing nine-span 756-ft precast girder structure was widened from four to six lanes. The widening added a total of 8 girders to both sides of the structure; fiber reinforced concrete deck, polymer deck overlay, and 1500 feet of architectural concrete barrier and steel railing. Several main utility lines were relocated through and below the bridge structure including an 18” ductile-iron pipe waterline, and 24” pressurized sewer main. Seismic restraining cables were installed in the abutments and rebar ties at all footing, pier wall, and bent cap locations. Palm Drive/Gene Autry Trail Interchange on I-10, Riverside County Transportation Department, City of Palm Springs, California ($28 Million) Resident Engineer/Structures Representative for the construction of the I-10 Interchange at Palm Drive/Gene Autry Trail. The project involved two stages of construction for the pre-stressed box girder bridge 38 meters wide and 94 meters in length over all lanes of Interstate 10. The new interchange raised the profile grade of Gene Autry Trail by as much as 3.3 meters, utility relocations including a 900 mm high pressure gas line, storm drains, retaining walls, asphalt concrete pavement, bridge demolition, PCC concrete, street lighting, traffic signals, ramp metering, traffic control and staging, signing and striping. Gene Autry Trail Bridge Overcrossing the UPRR, Riverside County Transportation Department, City of Palm Springs, California ($5 Million) Resident Engineer/ Structures Representative for the construction of the bridge widening on Gene Autry Trail over the UPRR tracks. The bridge was widened on the east side of the three span precast I-girder structure with a total length of 215 feet and a widening width of 50 feet. In addition the existing bridge had a seismic retrofit of the abutments and the bent columns including construction of in-fill crash walls adjacent to the UPRR mainline and siding railroad tracks. Melrose Street Grade Separation (BNSF), City of Placentia, California ($16 Million), Resident Engineer/Structures Representative for a project consisting of the construction of a BNSF cast in place T- Bulb girder railroad bridge over Melrose Street; the realignment and reconstruction of Melrose Street from Crowther Avenue to Santa Fe Avenue. Construction included seven retaining walls, asphalt concrete pavement, curbs, gutters, driveways, sidewalks, installation of drainage box culverts and pipe, a below grade storm drainage pump station, removal and installation of sanitary sewer and water mains and laterals, landscaping, street lighting, traffic signals, fencing, ballast installation for the railroad shoofly and mainline. Highland Avenue Grade Seperation (BNSF), City of Fullerton, California ($12 Million) Resident Engineer/Structures Representative for the construction of the Highland Avenue Underpass, pump station and roadway improvements of Highland Avenue, Walnut Avenue, Truslow Avenue, Commonwealth Avenue and Valencia Avenue. The project included a simple span post tensioned cast in place box girder bridge, BNSF railroad shoofly track construction, a 36,000 gpm pump station and storage bay, a prestressed tie back wall, architecturally treated retaining walls, utility relocations, export earthwork, drainage, electrical, traffic signals, concrete and asphalt pavement, landscape and irrigation, roadway signing and striping. Scott D. Walker, P.E. BNSF Projects Mr. Walker has been involved with: Magnolia Avenue Grade Separation Project – City of Riverside Quiet Zone Supplemental Safety Features – City of Placentia Melrose Street Grade Separation Project – City of Placentia Fairmont Avenue Grade Separation Project – City of Yorba Linda Highland Avenue Grade Separation Project – City of Fullerton Lincoln Avenue Grade Separation Project – City of Anaheim UPRR Projects Mr. Walker has been involved with: N. Milliken Avenue Grade Separation Project – City of Ontario N. Vineyard Avenue Grade Separation Project – City of Ontario S. Milliken Avenue Grade Separation Project – City of Ontario Gene Autry Trail Overhead Widening – City of Palm Springs I-10 Cook Street Overhead – City of Palm Desert I-10 Monterey Avenue Overhead – City of Palm Desert I-10 Washington Street Overhead – City of Indio Puente Avenue Intermodal Facility – City of Puente Hills Peck Road Grade Separation Project – City of Puente Hills Mesquite Regional Landfill Spur Track– City of El Centro Scott D. Walker, P.E. ANSERADVISORY.COM GREG GWOZDZ, PE STRUCTURES INSPECTOR Mr. Gwozdz is a registered professional engineer with expertise in bridge structures, retaining walls, soil nail walls, earthwork, concrete paving, and cast-in-drilled-hole (CIDH) piles. He is highly experienced at performing field inspections to verify compliance with plans and specifications, reviewing RFIs and submittals, and providing project coordination. He is proficient in monthly owner payment applications, subcontractor payment applications, monthly cost management, and quantity tracking. Greg has provided structures representative services on heavy civil transportation projects for the Riverside County Department of Transportation (RCTD), Caltrans, and Orange County Transportation Authority (OCTA). He is skilled in software programs such as AutoCAD, MicroStation, and SAP2000. SELECT PROJECT EXPERIENCE RCTD, Avenue 66 Grade Separation, Mecca, Riverside, CA Project Cost: $36.8M | Project Timeline: 11/2020 – Current Mr. Gwozdz serves as Assistant Structure Representative responsible for the safety, quality, and cost for the overhead bridge and other structural elements. The project proposes to construct a grade separation bypass connecting SR-111 to Avenue 66 with a new 780 LF cast in place railroad grade separation bypass over UPRR, SR-111, and Hammond Road in the community of Mecca, California. Driven steel pile supports the abutment and bent footings. There is 1700 LF of MSE Wall to support the embankment to the abutments with a 4-month settlement period prior to wall construction. Other proposed improvements will include construction of new road with HMA and Class 2AB, construction of a 175 LF simple span cast in place bridge to cross CVWD’s Lincoln Irrigation Channel, construction of Traffic Signals, Drainage Improvements and Relocate over 20 utilities for IID, CVWD, Kinder Morgan, Spectrum and Frontier. RCTD, I-215 & Scott Road Interchange, Menifee, CA Project Cost: $57.8M | Project Timeline: 09/2018 – 10/2020 Mr. Gwozdz served as Senior Project Engineer responsible for: • Daily field coordination to facilitate the completion of the bridge overcrossing, 3 retaining walls, earthwork, concrete paving, flatwork and drainage activities. • Complete monthly owner payment applications, subcontractor payment applications, monthly cost management and quantity tracking. Elements of this project included: over 102,000 CY of excavation and 100,000 CY of import borrow, traffic control, SWPPP Risk Level 1, construction of a 6 lane x 350LF long cast in place bridge, demo of existing bridge and roadway elements, guardrail, JPCP pavements, highway lighting, landscaping and utility relocations. Caltrans District 7, I-10 HOV Lanes, Los Angeles/San Bernardino, CA Construction Cost: $195M | Project Timeline: 07/2016 – 09/2018 Mr. Gwozdz served as Structures Project Engineer responsible for: • Manage crew flow and schedule for 6 bridge widenings and 32 retaining walls including type 1, type 5, soil nail, and ground anchor walls. • Subcontractor management for work including 2,300 driven pile, 20,000 linear feet of CIDH’s, and 390,000 linear feet of soil nails. Caltrans District 8, I-15/I-215 Devore Interchange Project, San Bernardino, CA Construction Cost: $208M | Project Timeline: 06/2013 – 07/2016 Mr. Gwozdz served as Structures Field Engineer responsible for: • Provide layout and grades for the 17 bridge structures which included abutment diagrams, column grades, falsework grades, deck grades, CIDH pile layout, and precast girder layout. • Precast management including development of the pick plans, detailed precast erection workplans, traffic control coordination and precast girder and deck panel delivery coordination. Education Bachelor of Science, Civil Engineering, California State Polytechnic University, Pomona, 2013 Licenses/Certifications California Professional Engineer No. C88307 Experience Years’ Experience: 11 Years with Anser: 1 Affiliations American Society of Civil Engineers (ASCE) Maximizing Engineering Potential (MEP) GREG GWOZDZ, PE STRUCTURES INSPECTOR ANSERADVISORY.COM I-10 Rehab Project & Kraemer Blvd. Grade Separation Project Timeline: 06/2009 – 09/2012 (Summer Internship) • Quantity and material tracking for concrete paving, drainage and earthwork. • Work plans for rapid set panel replacements, ramp closures and 55 hr. weekend closures. • Reviewed & submitted submittals & RFI’s. ANSERADVISORY.COM RAJAN KARIYA, EIT, CMIT CIVIL INSPECTOR/OFFICE ENGINEER Mr. Kariya is a civil engineer with experience performing office engineering and inspection duties on roadway, ADA, and bridge projects. He is familiar with Caltrans standards and procedures, RFI and submittal processes, daily logs, and change orders. SELECT PROJECT EXPERIENCE RCTD, Avenue 66 Grade Separation, Mecca, Riverside, CA Construction Cost: $36.8M | Project Timeline: 05/2020 - Current Mr. Kariya serves as Office Engineer/Field Inspector on this project. The project proposes to construct a grade separation bypass connecting SR-111 to Avenue 66 with a new 780 LF cast in place railroad grade separation bypass over UPRR, SR-111, and Hammond Road in the community of Mecca, California. Driven steel pile supports the abutment and bent footings. There is 1700 LF of MSE Wall to support the embankment to the abutments with a 4-month settlement period prior to wall construction. Other proposed improvements will include construction of new road with HMA and Class 2AB, construction of a 175 LF simple span cast in place bridge to cross CVWD’s Lincoln Irrigation Channel, construction of Traffic Signals, Drainage Improvements and Relocate over 20 utilities for IID, CVWD, Kinder Morgan, Spectrum and Frontier. San Bernardino County, Spring Valley Lake ADA Ramps and Various O/L, San Bernardino, CA Construction Cost: $13M | Project Timeline: 09/2019 – 05/2020 This project includes remove and replacement of curb & gutter as well as ramps and sidewalk. Additionally, the project had almost 230,000 SY Cold plane and Overlay with Chip seal and rubberized asphalt. As an office Engineer, Mr. Kariya performed duties such as material tracking, RFI logs, submittal logs, claims, keep a file of every documents as per Caltrans categories, progress payments, quantity sheets for monthly payments and make a file with backup documents and many more as assigned by resident engineer. Additional duties included: • Provide technical & administrative Information to the others working on a project to ensure that the work complies with all engineering standards, codes, specifications, and design Instruction, trouble-shoots engineering related installation Problems. • Processing Submittals • Processing RFIs • Keeping up Daily work tickets • Keep track on material, Equipment used and workers compliance according to DIR- Caltrans. • Keep logs of RFI, Change orders, Submittals and Correspondence • Posting RFIs and Change Orders • Proceed Independent Estimation for Change orders • Tracking and Managing change orders • Maintain as-builts as work is completed • Documenting Project Issues/Conditions • Maintaining organized and detailed project records • Submitting hours and cost codes • Obtaining Permit, Badges and access requests in advance • Assist with Preparing change orders. Gwinnett County, Dogwood Road at Hollybrook Road, Gwinnett County, GA Construction Cost: $3M | Project Timeline: 02/2019 – 09/2019 This project consisted of a site development with replacement of curb & gutter, sidewalk installation, storm water drainage and crossings as well as roundabout installation as per GDOT provided standard. As a Project Superintendent, Mr. Kariya performed duties including coordinating with locals, utility coordination, consultants, inspectors, subcontractors, contractors as well as assigned project coordinators and engineers by County. Additionally, change orders, approximate Education MS, Civil Engineering with a Concentration in Transportation Engineering, Cleveland State University, 2018 Bachelor of Technology, Civil Engineering, Gujarat Technological University, Ahmedabad, India, 2016 Licenses/Certifications Construction Manager Certification Institute (CMCI) CMIT Certification, 05/2019 Engineer-in-Training (EIT), NCEES Experience Years’ Experience: 3+ Years with Anser: 1.5 RAJAN KARIYA, EIT, CMIT CIVIL INSPECTOR/OFFICE ENGINEER ANSERADVISORY.COM estimation for change order, provide quality material and man-power as per requirement on location, inspection as per GDOT specifications, maintaining quality, write daily logs and material track as per bid schedule, scheduling, planning and solve critical situations including traffic control and utility damages reporting and recovering under job duties. Additional duties included: • Schedule Subcontractors, Consultants and Vendors in Critical path to ensure timely Completion • Work in specification of GDOT and AASTHO • Perform Quality control duties and responsibilities regarding to work being performed. Communicate with project team regarding ASI’s, RFI’s , and material Submittals. • Ensure that subcontractor is fully executing and complying with his contracted scope of work. • Coordinate required inspections with local jurisdictions. • Identify subcontractor non-compliance with safety, health, and environmental quality standards. • Identify conflicts in construction progress and communicate them to project team for resolution. • Maintain daily log (written) of activities on the jobsite. • Perform Superintendent duties at multiple job sites, simultaneously. • Ensure subcontractor has corrected all deficiencies identified by project team. • Walk all units on project daily to monitor activities and assist in future planning. • Preside over weekly subcontractor meetings designed to coordinate the work. • Issue notices of non-compliance to subcontractors regarding quality of work or scheduling. • Ensure that the job site is always kept in a clean and organized manner. • Perform job progress and completion punch list identification and completion. Ohmshiv Construction LLC, Lawrenceville, GA Timeline: 02/2019 – 04/2019 As Project Estimator, performed the following: • Worked within a team of professionals in Project Estimation which is estimate incoming projects of company. • Work in specification of GDOT and AASTHO • Evaluated the quantity and quality of materials for focused project • Assign sub-contractors for assigned project with detailed work. • Make a time schedule for stage of project. • Identifying and assessing what the client requires. • Researching the costs of materials, equipment and lab • Collecting quotes from sub-contractors and suppliers and identifying the best one. • Assessing risks on a project and allowing for these in the estimate. • Using software to analyze company data, inflation, exchange rates and prices. • Considering projected timescales and unforeseen events that may occur. • Preparing and submitting quotations for work. • Monitoring costs on projects as they proceed. John Kannor – Electrical Inspector Mr. Kannor has more than 32 years of infrastructure construction experience on freeway and public works construction projects. Mr. Kannor has been involved in all phases of construction engineering including construction management, contract administration, field engineering, schedule and submittal review, quality assurance inspection, and contract change order cost analysis. His specialty is inspection and maintenance of traffic signal related equipment, signal timing, traffic coordination, traffic control, traffic control, signing and striping roadway inspection, highway/street lighting systems and traffic monitoring systems. He has also performed constructability review and design assistance. Mr. Kannor is very familiar with FHWA Requirements, Caltrans Standard Plan, Specifications and the Standard Specifications for Public Work Construction “GREEN BOOK”. Project Experience: •RCTC, I-215 Placentia Avenue Interchange Project, Perris, California Electrical Inspector. The new interchange located between Ramona Expressway to the north and Nuevo Road to the south. Adding new northbound and southbound on-ramps and off-ramps on I-215 at Placentia Avenue; realigning East Frontage Road, widening the existing Placentia Avenue overcrossing, and adding lanes to Placentia Avenue between Harvill Avenue and Indian Avenue. Mr. Kannor is responsible for Quality Assurance Inspection on Electrical related items include Highway Lighting, Ramp Metering and Fiber Optic and Radio Communication Systems. Construction Cost: $42 million. •RCTC, I-15 Railroad Canyon Interchange Improvement Project, Lake Elsinore, California Electrical Inspector. The project includes building auxiliary lanes on I-15 to help drivers enter and exit the highway and reduce traffic back-ups; adding two new lanes on Railroad Canyon Road through the interchange and new lanes to the on-ramps and off-ramps with I-15; replacing the northbound diamond off-ramp with hook-style on- and off-ramps that both connect to Grape Street; constructing sidewalks and bike lanes along Railroad Canyon. Mr. Kannor is responsible for Construction Contract Administration, Safety Review, and Quality Assurance Inspection for all Electrical related items include Traffic Signals, Bridge and Highway Lighting, Ramp Metering and Fiber Optic Communication Systems; SWPPP Review and Inspection, Utility Relocation Coordination, Prevailing Wage Monitoring, Project Schedule Review and Analysis, Contract Change Order Evaluation and Cost Negotiation and Potential Claim Evaluation. Construction Cost: $41 million. •City of Corona, I-15 Cajalco Road Interchange Improvement Project, Corona, California Electrical Inspector. This project improvement includes the widening of Cajalco Road from a two-lane bridge to a six-lane overcrossing bridge on a new alignment north of the existing bridge. In addition, the bridge will include a striped median, outside shoulders and a sidewalk on the southern side. The improvements will increase the capacity of the bridge and ramps in order to reduce congestion and accommodate projected growth in the area. Mr. Kannor is responsible for Construction Contract Education: Riverside Community College, Professional Registrations: Certification Certified IMSA Level 3 Technician & Electrician Training Iterius Video Detection System Trained Certificate, OSHA 10-Hour Caltrans Administration, Safety Review, and Quality Assurance Inspection for all Electrical related items include Traffic Signals, Bridge and Highway Lighting, Ramp Metering and Fiber Optic Communication Systems; SWPPP Review and Inspection, Utility Relocation Coordination, Prevailing Wage Monitoring, Project Schedule Review and Analysis, Contract Change Order Evaluation and Cost Negotiation and Potential Claim Evaluation. Construction Cost: $45 million. • RCTD, I-10 Jefferson Street Interchange Improvement Project, Indio, California Assistant Resident Engineer/Electrical Inspector. This project is to replace the existing Jefferson Street Bridge and northbound Indio Boulevard overcrossing with a single bridge designed for traffic entering and exiting the freeway from both directions. The new eight-lane bridge includes two turning pockets in the middle, shoulders wide enough to accommodate bicycles and sidewalk on the northbound side of Jefferson Street. The bridge will also incorporate desert oasis aesthetic features and landscaping, providing a signature entrance to Indio. Mr. Kannor is responsible for Construction Contract Administration, Safety Review, and Quality Assurance Inspection on Electrical related contract items which include Traffic Signal, Bridge and highway Lighting, Ramp Metering, Fiber Optic Communication, Irrigation Control, and Weather Monitoring Systems, SWPPP Review and Inspection, Utility Relocation and Coordination, Prevailing Wage Monitoring, Project Schedule Review and Analysis, Contract Change Order Evaluation and Cost Negotiation and Potential Claim Evaluation and coordination with stakeholders. Construction Cost: $43 million. • SBCTA, I-10 Pepper Avenue Interchange Project, California Assistant Resident Engineer/Electrical Inspector. This interchange feature a five-lane bridge and improved ramps. Once completed, the wider bridge will provide better traffic circulation for area residents, businesses and visitors to and from the Arrowhead Regional Medical Center. The Pepper Avenue Interchange provides freeway access to and from both commercial and residential communities in the area. It is also one of the main access points to Arrowhead Regional Medical Center. Mr. Kannor is responsible for Construction Contract Administration, Safety Review, Quality Assurance Inspection for Electrical related contract items which include Traffic Signal, Bridge and highway Lighting, Ramp Metering and Fiber Optic Communication Systems, Utility Relocation and Coordination, Prevailing Wage Monitoring, Project Schedule Review and Analysis, Contract Change Order Evaluation and Cost Negotiation and Potential Claim Evaluation and coordination with stakeholders. Construction Cost: $33 million. • SBCTA, I-15 Ranchero Road Interchange Project, Hesperia, California Electrical Inspector. The interchange, part of the three-phase Ranchero Road project, will provide residents of Hesperia and Oak Hills direct access to the freeway via Ranchero, Mariposa and Caliente roads. This project is located in the City of Hesperia, California and will connect Mariposa Road and Caliente Road to Interstate 15 with a full-service interchange. Ranchero Road will consist of three through lanes in each direction along with additional turn lanes at the freeway ramp connections and intersections with two realigned frontage roads. Responsibilities include Construction Contract Administration, Quality Assurance Inspection, SWPPP Review and Inspection, Utility Relocation Coordination, Prevailing Wage Monitoring, Project Schedule Review and Analysis, Contract Change Order Evaluation and Cost Negotiation and Potential Claim Evaluation. Construction Cost: $32 million. RE SERVICES | SOLICITATION # STANDARD FORM 330 (REV. 8/2016) | PAGE E-1 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE David Preciado, PLA Landscape Inspector a. TOTAL b. WITH CURRENT FIRM 30 2 15. FIRM NAME AND LOCATION (City and State) Reddy Engineering Services, Inc. (San Diego, CA) 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) B.S., Landscape Architecture, California Polytechnic State University at San Luis Obispo (1992) Landscape Architect, CA, #4286, exp. August 30, 2023 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Mr. Preciado is experienced in landscape design and landscape inspection services having worked on several projects for public projects, including the review of submittals, RFIs and contract documents, plus the on-site landscape inspection. He is proficient in understanding the project contract documents for each project and prepares specific checklists tailored to the project for use in the field. He is also very knowledgeable of irrigation design, erosion control, revegetation, plant materials and storm water requirements for the Southern California region. Mr. Preciado contributes to the development of Client building, proposal and contract writing, work production, business management and marketing. Mr. Preciado has garnered relationships with some of the largest engineering firms in Southern California in pursuit of work for major regional clients. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED On-Call Construction Management Services, Mid-Coast Corridor Transit Project - Segments 1 and 2, San Diego, CA PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Preciado is currently serving as the Assistant Resident Engineer (Landscape and Irrigation) on the region’s largest-ever transit project that extends trolley service from Old Town to UTC, in the greater San Diego area. Mr. Preciado’s primary responsibilities are the review of submittals, RFIs, preparing independent cost estimates (ICEs), negotiating construction change order costs, reviewing construction change order documents prior to submittal to the Client, attending field review meetings, coordinating the completion of as-built drawings with the agencies and contractor, attending facility turnover site walks with MTS and the Contractor, monitoring plant establishment, reviewing soil chemistry test results, and providing technical expertise to resolve all issues related to landscape and irrigation. Cost: $16 Mil. Length of Time on the Project: 02/2021-Current b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED On-Call Construction Management Services, South Bay Bus Rapid Transit Segments 2A/2B, Chula Vista, CA PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2019 2019 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Preciado served as Landscape Project Manager responsible for the PS&E for Landscape and Irrigation improvements along this 1.3-mile segment of BRT corridor located in Chula Vista. During construction, Mr. Preciado supported the field inspection staff and performed periodic field inspections, reviewed RFI and submittals, checked installations for conformance with the contract documents and third-party agency standards. Cost: $4 Mil (Landscape and Irrigation). Length of Time on the project: 06/2016-12/2019 c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED On-Call Construction Management Services, San Onofre to Pulgas Double Track Phases I & II, Camp Pendleton, CA PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2014 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Preciado served as Project Manager responsible for the PS&E and Construction Administration for the 10-mile long double track alignment. Mr. Preciado managed the field inspection staff and performed periodic field inspection, reviewed RFI and submittals, checked installations for conformance with the contract documents and third-party agency standards. Cost: $65 Mil. Length of Time on the project: 03/2013 - 06/2016 d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED On-Call Construction Management Services, Superloop BRT Stations PH I & II, San Diego, CA PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2015 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Preciado served as Project Manager responsible for the preparation of PS&E of a Bus Rapid Transit (BRT) system for the North City area. Design services included the preparation of contract documents and included the design of the shelter, windscreen and walls, safety lighting, theme lighting, branding signage, advertisement kiosk, seating, lean railing and curbing, site paving and site furnishings. Conducted periodic landscape field inspection services at bus stop locations for compliance with contract documents. Cost: $36 Mil. Length of Time on the project: 10/2013-02/2017 RE SERVICES | SOLICITATION # STANDARD FORM 330 (REV. 8/2016) | PAGE E-2 e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED On-Call Construction Management Services, State Route 78 Auxiliary Lanes, San Marcos, CA PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2011 2013 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Preciado served as Project Manager responsible for the preparation of a PA/ED phase Visual Impact Assessment and pursuant PS&E for the eastbound widening of SR-78 to relieve congestion. The project required the design of 1.25 miles of planting and irrigation systems for Caltrans and City right-of-way improvements. Mr. Preciado also performed periodic field inspections, reviewed RFI and submittals, checked installations for conformance with the contract documents and third-party agency standards. Cost: $750,000 Landscape Budget. Length of Time on the project: 11/2009-12/2013 Simon Saiid, PE, GE Principal Engineer Simon has engineering design and construction supervision experience for the civil and geotechnical aspects of projects related to infrastructure, public facilities, and land development. Simon is responsible for geotechnical engineering analyses, laboratory testing, and quality control. He is practiced in quality assurance testing of soils and structural materials of transportation projects and very familiar with Standard Specifications for Public Works Construction (Greenbook) and Caltrans Standard Specifications and Construction Manual. Simon often meets with CM staff and City personnel, when requested, to discuss testing results and provide progress reports and final certifications as needed. Project Experience Adams Street Bridge, La Quinta, CA. Project Manager/Materials Engineer providing quality assurance materials testing services during construction. Responsible for communication with the CM team for scheduling of field personnel, for acceptance testing in accordance with Caltrans Construction Manual, Chapters 3, “Control of Materials” and Chapter 6, “Sample Types and Frequencies.” Leighton provided daily and monthly progress reports and attended progress/safety meetings, when requested. The project consists of constructing a new bridge over the Whitewater River Channel to replace the two-lane paved on-grade roadway that descended into the channel bottom. The new crossing consists of a four-span bridge structure with cast-in-place, prestressed concrete box girders with a total length of approximately 525 feet. Avenue 66 Grade Separation, Mecca, CA. Project Manager for the soils and materials testing and inspection services during construction. Scope of services include concrete field testing and sampling, batch plant inspection and sampling of concrete and hot mix asphalt, and soils observation and density tests of compacted fill and street Class II aggregate base for roadway and retaining wall construction, as well as drainpipe and waterline trench backfill. Services have been performed overnight as well as early morning, when requested. This project grade separates and constructs a new 800-foot-long Avenue 66 bridge over Hammond Road, UPRR, and Hwy 111. East Palm Canyon Bridge Widening, Cathedral City, CA. Project Manager for geotechnical recommendations and material testing services for East Palm Canyon Bridge Widening Improvements. In addition to fill and in- situ soil assessment, Leighton provided in-grading geologic mapping of a cut slope located west of the bridge and provided slope stability assessment and mitigation recommendations to the City of Cathedral City with respect to the slope. Proposed Role/Positions: • Construction Quality Assurance Task Manager Current Office Location • Temecula / Palm Desert Years of Experience • Total: 32 • Leighton: 15 Education • MS, Civil Engineering, Rensselaer Polytechnic Institute - 1989 • BS, Civil Engineering, Rensselaer Polytechnic Institute - 1987 Professional Registrations • California - Civil Engineer - 62375 • California - Geotechnical Engineer - 2641 Key Strengths • Leadership • Time Management • Budget Control Current Assignments & Commitment Level • 50% Availability for this Assignment • 50%% Simon Saiid, PE, GE Ivy Street Bridge Construction Management & Materials Testing, Murrieta, CA. Project Manager and Principal Engineer for geotechnical recommendations and materials testing services during construction. This included reviewing and monitoring compaction grouting procedures, which were implemented for the purpose of improving the underlying alluvial deposits and mitigate liquefaction potential. Managed staffing and review of test results for Gamma-Gamma Logging (GGL) and Cross-Sonic Logging (CSL) of all piles per Caltrans Standard Specifications, and soils and materials testing during fill placement for bridge approaches, concrete box girders, curb & gutter, sidewalks, paving, and associated appurtenances. Heacock Street Bridge Replacement, Moreno Valley, CA. Geotechnical Engineer/Project Manager for the design and soils and materials testing services during construction. Managed geotechnical observation and materials testing services for all aspects of the project including testing of PCC concrete, aggregate materials, and asphaltic concrete, and maintained close coordination with project CM and updated City PM on work progress and budget status. Responsibilities also included close coordination with other public agencies involved in this project such as RCFC. Leighton provided pavement design, Phase I ESA, soil observation and testing, as well as asphalt and concrete testing. SR-60 / Nason Street Bridge Overcrossing, Moreno Valley, CA. Project Manager/Materials Engineer responsible for providing geotechnical observation and materials testing services for all aspects of the project including testing of PCC concrete, aggregate materials, and asphaltic concrete. The SR-60/Nason Street Bridge project involves the replacement of the SR-60/Nason Street overcrossing structure, construction of a sound wall between Elder Avenue and SR-60, widening of Nason Street from Fir to Elder Avenue, completion of auxiliary lanes, and utility relocation. Duties include responding to RFIs, review of materials test results, and coordinating personnel for on-site and off-site testing. The project included a bridge overcrossing structure, pre-cast panel soundwall, street widening, 24" diameter CIDH piles for soundwall and bridge abutments, rapid set concrete pavement, asphalt concrete paving, and rock slope protection. Leighton provided geotechnical observation and materials testing services for all aspects of the project including testing of PCC concrete, aggregate materials, and asphaltic concrete. I-215 / Scott Road Interchange Improvement, Menifee, CA. Project Manager/Materials Engineer for quality assurance testing during construction of a new interchange. Leighton’s services consisted of sampling and testing of structural concrete and pavement materials including JPCP, lean concrete, HMA and subgrade soils. Test methods and frequencies followed the contract documents and as required by Caltrans' Quality Assurance Manual. Project widened the overcrossing from two to four lanes and northbound on-ramp realigned and widened to three lanes with HOV metering. I-215 / Newport Road Interchange Improvements, Menifee, CA. Project Manager/Materials Engineer for quality assurance testing during construction and placement of HMA and PCC pavement. Test methods and frequencies followed the contract documents and as required by Caltrans' Quality Assurance Manual. Leighton also provided source inspection and preparation of SIQMP for the project. Reconfiguration of existing interchange to partial cloverleaf with northbound and southbound loop on-ramps, a wider bridge structure, and longer acceleration lanes. All new ramps were constructed using jointed plain concrete pavement. SR-91 / Pachappa Underpass Completion Project, Riverside, CA. Project Manager/Materials Engineer for quality assurance testing during construction of a new retaining wall adjacent to the Union Pacific Railroad interchange and associated work. Leighton’s services consisted of geotechnical engineering support services during construction, sampling and testing of structural concrete and compaction testing of structural fill. Test methods and frequencies follow the contract documents and as required by Caltrans' Quality Assurance Manual. . FARZAD TASBIHGOO, PhD, PE, CQA, CWI, PCI III (SMR) SENIOR QUALITY ENGINEER Farzad is a registered civil engineer with the State of California, Certified Weld Inspector (CWI), and Certified Quality Auditor (CQA) with American Society for Quality (ASQ) with about 19 years of work experience in design, structure construction, and QC/QA on public transportation projects. He has a strong engineering design background with extensive experience in verification inspection, surveillance audits, and quality assurance services. He has assisted numerous local agencies in the design and construction of their public projects. He has developed and implemented QMP, SIQMP, and construction QC/QA specifications on numerous projects. Farzad has a well-earned reputation for his knowledge of Caltrans Standard Specifications and Greenbook specifications within Caltrans METS, District, and Structure Construction. He has extensive working knowledge of welding codes (AWS), weld inspection, and steel fabrication with railroad code (AREMA). He assisted Caltrans steel committee in implementing Electroslag Welding (ESW) requirements in one of the first Caltrans projects utilizing ESW in District 8. RELEVANT PROJECT EXPERIENCE Structural Material Representative for SBCTA Monte Vista Grade Separation, Montclair, CA | 08/2017 to 08/2019 | $20M The project construction consisted of replacing the at-grade Monte Vista Avenue and UPRR railroad tracks with an overpass in the City of Montclair, CA. Farzad was project SMR who managed QA inspection for about 54,000 SF of MSE precast panels (about 2,200 precast panels) and 27 precast prestressed post-tension bulb tee I girders. He reviewed fabrication submittals, such as PCQCPs, Shop Drawings, and Concrete Mix Designs. He held prefabrication meetings and coordinated inspection of precast items. He worked closely with the QA Inspector to address all of the issues and challenges that arose during the fabrication. Senior Quality Manager for City of Los Angeles North Atwater Non-Motorized Multimodal Bridge, Los Angeles, CA | 08/2018 to 11/2019 | $10M This project was the construction of a cable-stayed steel bridge spanning over LA River supported on a single pier for pedestrian/cyclists, and equestrians. Farzad provided steel fabrication support. He reviewed all steel fabrication submittals such as shop drawings, welding quality control plan, and distortion plan. He developed the QC/QA inspection testing frequencies and specified NDT methods for welding verification. He reviewed welding reports, materials test results, NDT reports, and addressed numerous RFIs regarding the steel fabrication. He worked closely with the Designer, CM, City, and Fabricator QCM to resolve welding and fabrication challenges. Structural Material Representative for RCTD I-10 and Jefferson Interchange Indio, CA|1/2014 to 8/2017| $56M Project construction consists of demolishing the existing bridge and northbound Indio Boulevard overcrossing to then replace it with a new six-lane bridge. The bridge will be complete with bicycle lanes on each side and sidewalks on northbound side of Jefferson Street at I-10. Farzad is the project SMR and supporting the CM Team. He has prepared the project SIQMP for Caltrans Oversight SMR, reviewed fabricators precast quality control plans for MSE walls, performing material engineering and quality assessment of fabrication. Coordinating and managing source fabrication items such Education University of Southern California, Los Angeles, CA -PhD Civil Engineering, 2006 -M.S. Structural Engineering, 2001 Iran University of Science and Technology, Iran -B.S. Civil Engineering, 1995 Registration / Certification -Registered Civil Engineer, State of California, License # C71403, 2007 -Registered Civil Engineer, State of Tehran, (Inactive) # 10-3-13862, 1998 - AWS CWI (FCM), #11081291 - ACI Concrete Field- Testing Grade I, #1226819 - ASQ CQA, # 67819 - PCI Level III, #14342 - PCI Level II, #12221 - PCI Level I, #12222 - UPRR Safety Training, 2016/2017 - State of California - Safety Assessment Program - DSW Evaluator ID 64449 Years with ZTC 7 Total Years of Experience 19 . as welded hoops, epoxy coated bars, MSE precast panels, overhead sign structures, light poles, electrical components, and more. Senior Quality Manager for LACMTA Soundwall Package 11, Los Angeles, CA | 03/2017 to Present | $56M The project is constructing sound walls along the State Route 170 and Interstate 405 Freeways in the City of Los Angeles and the County of Los Angeles. There are to be eight bridge widenings and 28,592 linear feet of sound wall and retaining walls. Farzad is the project senior quality engineer responsible in the development and implementation of project quality management plans for construction and source. He has reviewed numerous submittals, audit project quality activities, responded to RFIs, review fabricator’s QC plans, and performed quality verification on various fabricators. Structural Material Representative for RCTD I-15 & Limonite Interchange, Eastvale, CA |12/2018 to 7/2020 | $ 48M The project proposes replacing the Limonite Avenue overcrossing bridge with an overcrossing that is four lanes to six lanes wide. The existing Limonite Avenue OC will be replaced, the roadway will be widened from four lanes to six lanes, the ramps will be reconstructed to provide a partial clover leaf (Type L-7), and loop ramps will be constructed in the southeast and northwest quadrants. As the Structural Material Representative, Farzad prepared the Source Inspection Quality Management Plan (SIQMP) for Caltrans Oversight SMR, implemented the SIQMP, and coordinated and managed source fabrication, and structural material and electrical verification and testing. Structural Material Representative for City of Orange Public Works OSO Parkway Orange County, CA |07/2018 to Present| $18M The project will construct an overcrossing bridge structure at Oso Parkway and mainline roadway between the southern terminus of the State Route 241 (SR 241) toll road and the northern terminus of the future Los Patrones Parkway. As the Structural Material Representative, Farzad is preparing the Source Inspection Quality Management Plan (SIQMP) for Caltrans Oversight SMR, implementing the SIQMP, coordinating and managing source fabrication, and structural material verification and testing. He is also responsible for WQCP review, and the WQCP/Preweld meeting. Structural Material Representative for OCTA Laguna Nigel to San Juan Capistrano Passing Siding, Orange, CA |01/2017 to 01/2019| $17M The project consisted of the addition of approximately 1.8 miles of new passing siding railroad track adjacent to the existing main track between milepost (MP) 193.9 in the City of San Juan Capistrano and MP 195.7 in the City of San Juan Capistrano. As Structural Material Representative (SMR), Farzad reviewed and coordinated shop drawings, sampled, tested and released strands, facilitated the Pre-Weld Meeting and created and implemented the Welding Quality Control Plan (WQCP). Structural Material Representative for RCTC I-15 Railroad Canyon Interchange Lake Elsinore, CA |05/2020 to Present| $39M The project will result in several major changes to the current interchange, including the following: two new lanes on Railroad Canyon Road through the interchange, reconstruction of the northbound diamond ramps to hook ramps to connect to Grape Street, construction of auxiliary and deceleration lanes on I-15, and construction of improved pedestrian and bicycle facilities through the interchange. As the Structural Material Representative, Farzad is preparing the Source Inspection Quality Management Plan (SIQMP) for Caltrans Oversight SMR, implementing the SIQMP, and coordinating and managing source fabrication, and structural material and electrical verification and testing. He also reviews fabrication submittals, such as PCQCPs, Shop Drawings, and Concrete Mix Designs. CL Surveying and Mapping, Inc. 400 East Rincon Street, Suite 202 Corona, CA 92879 (p) 909.484.4200 (f)909.484.4229 DBE MBE SBE Daniel Calvillo, PLS 8294 – Project Manger Education: Engineering Technology Construction, California State Polytechnic University Pomona Experience: Mr. Calvillo is one of two founding owners of CL Surveying and Mapping(founded in 2007) and has over 21 years of experience in the Land Surveying Industry. As the Director of Field Operations of CL Surveying and Mapping, he manages a talented staff of professionals on projects of varying magnitude and complexity, ranging from Major Transportation Improvements, Street Improvements, Bridge Widening Projects, Grade Separations, etc. In addition, Mr. Calvillo has extensive knowledge of field surveying related applications. He brings a high degree of technical expertise to field operations and is a key role in structuring field procedures that have resulted in completing projects in a timely and cost-efficient manner. Mt. Vernon Viaduct Replacement Project (San Bernardino, CA) 2020 -Present - Owner: SBCTA CL Surveying and Mapping is working together with the Traylor-Granite JV(General Contractor) to reconstruct the Mt Vernon Avenue Bridge which has been an iconic structure and serving as a vital link for residents, visitors, students and businesses since 1934. CL Survey has been contracted to supply survey support services to assist in the construction of the bridge, the construction of shoofly tracks, realignment of existing tracks through the BNSF Rail yard, utility relocation and Retaining Walls. This project spans existing BNSF Rail yards and Metrolink tracks. The new structure is anticipated to open in 2024. First Avenue Bridge Project (Barstow, CA) Projected Start in 2022 – Owner: SBCTA The North First Avenue Bridge project consists of the reconstruction of the existing bridge over a BNSF railyard. The current bridge was built around 1930. The project includes the construction of new approach roadways, a new 2-lane bridge and the demolition of the old structure once the new facility has been opened to traffic. CL Surveying and Mapping will be working with Anser Advisory through the Construction Management contract to provide construction staking support services on an as-needed basis throughout construction. 15/215 Devore Interchange Improvements (San Bernardino, CA) 2013-2016 - Owner: SANBAG This project with Atkinson consisted of adding traffic lanes, construction of 18 Bridges and a reconnect to Route 66. CL Surveying and Mapping performed construction staking services for the subject project and supplied up to one survey crew daily. Alabama/ I10 Improvements Project (Redlands, CA) Projected Start in 2022 – Owner: SBCTA The San Bernardino County Transportation Authority (SBCTA), the City of Redlands, and the County of San Bernardino will improve the I-10 at Alabama Street Interchange between Orange Tree Lane and Industrial Park Avenue. The project will Reduce congestion, improve safety, and improve traffic operations along Alabama Street between Orange Tree Lane and Industrial Park Avenue. Widen Alabama Street in both the southbound and northbound directions to accommodate turn pockets onto I-10. And provide Americans with Disabilities Act (ADA) compliant curb ramps, pedestrian push buttons and signals, and detectable warning surfaces at intersections where crosswalks are included. CL Surveying and Mapping will be working with Anser Advisory through the Construction Management contract to provide construction staking support services on an as-needed basis throughout construction. 690 Carlsbad Village Drive, Ste. 204 Carlsbad, CA 92008 25185 Madison Ave., Ste. A Murrieta, CA 92562 760.889.6949 Connect & Company PR Andrea Suarez Community Outreach Director Andrea brings to her clients over 20 years of public sector communications and community outreach experience. Her expertise is developing and implementing award-winning communications strategy, community outreach programs and collateral materials. She is the Founder and President of Connect & Company, a full- service, DBE certified PR firm providing public outreach programs for transportation infrastructure projects in Southern California. Awards for recent work include: • 2021 Public Relations Society of America (PRSA)—Inland Empire “Capella Award of Distinction” for the Mecca Avenue 66 Grade Separation groundbreaking video. • 2020 The California Association of Public Information Officials (CAPIO) EPIC Award of Distinction for the Caltrans 60 Swarm project in the category for Communications and Marketing Plan/Campaign – Consultant Supported. • 2020 Public Relations Society of America (PRSA)—Inland Empire “Polaris Capella Award” for Campaign-Community Relations for the 60 Swarm outreach campaign. • 2020 Caltrans Headquarters chose the 60 Swarm outreach campaign as one of five projects to represent California in the American Association of State Highway and Transportation Officials (AASHTO) awards. EXPERIENCE Riverside County Transportation Department, Avenue 66 Grade Separation Project, May 2020-Winter 2022, Mecca, CA Under Andrea’s lead, Connect developed and is implementing the community outreach strategic plan for the $56 million Avenue 66 Grade Separation project that is building a new bridge over the Union Pacific Railroad, Highway 111 and Hammond Road to create safe and reliable access in and out of the Mecca community. Connect created the bilingual project collateral materials for this largely Spanish speaking community including the logo, weekly construction updates, road closure/detour maps and flyers, construction information card and social media posts. Under Andrea’s guidance, the Connect team created and manages the project website (Ave66Project.com) which includes a text/email alert system and a dedicated project information email, the construction hotline, and project-specific social media pages. Connect kicked-off the project with targeted outreach to the County Supervisor’s office, emergency service providers and stakeholders, community leaders, area businesses and non- profits. Andrea also produced the award-winning English/Spanish virtual groundbreaking ceremony video (on website). Andrea's team continues to provide grass roots community outreach through early 2022. City of Norco and Riverside County Transportation Department, Hamner Avenue Bridge and Widening Project, December 2020-Winter 2022, Norco, CA Andrea is the community outreach director for this $71 million City of Norco and Riverside County Transportation Department project to build a new 1,200-foot-long bridge over the Santa Ana River in Norco. The project also widens the congested and heavily traveled stretch of Hamner Avenue between Norco and Eastvale. Andrea and the Connect team developed and is implementing the community outreach plan including initial outreach to emergency service provides and key project parnters, coordination with two cities and the County Supervisor’s office to inform residents and stakeholders, and on-going community outreach including project updates, construction alerts, website updates, social media posts and grass roots outreach as needed. Connect developed project collateral materials including the website (HamnerAveProject.com), project logo, maps and graphics, social media accounts, and the virtual groundbreaking video (on website). Connect will continue to collaborate and communicate with stakeholders during major project milestones and traffic pattern shifts and throughout construction. EDUCATION B.A. Communications, UC Santa Barbara EXPERIENCE 25 years (9 with Connect & Company) LICENSES/AFFILIATIONS • IAP2 Public Participation Certificate • PRSA Inland Empire member • CAPIO member/past board b 690 Carlsbad Village Drive, Ste. 204 Carlsbad, CA 92008 25185 Madison Ave., Ste. A Murrieta, CA 92562 760.889.6949 Connect & Company PR Caltrans District 8/60 Swarm, June 2019-Fall 2021 (Riverside/San Bernardino counties, CA) Andrea is the project manager for Connect & Company’s contract to provide strategic planning, collateral development and community outreach support to the Caltrans 60 Swarm community outreach team. 60 Swarm is Caltrans’ massive $134.5 million, 18-mile freeway pavement rehabilitation and bridge replacement project on SR-60 in Riverside and San Bernardino counties. The project started with 55-hour weekend freeway directional closures for 15 consecutive weekends. Andrea and her team helped plan and facilitate emergency services meetings, community open houses, briefings for staff at 5 cities, and extensive business and truck driver outreach to alert communities about the weekend closures. Under Andrea’s guidance, the Connect team created and manages the project website, the construction hotline and weekly text/email alerts. The 60 Swarm website logged nearly 12,000 unique visitors from August 2019 through January 2020. Andrea’s team developed the 60 Swarm collateral materials including the project logo, project map, detour maps, fact sheets (English and Spanish), PowerPoint presentation, project video (on the website) and electronic PIO toolkit. The 60 Swarm outreach efforts have won regional outreach awards and was chosen by Caltrans Headquarters as 1 of 5 projects representing California in the national AASHTO awards. Andrea will continue to oversee Connect’s involvement with the project through completion in Winter 2022. Riverside County Transportation Department/City of Menifee, I-215/Scott Road Interchange project August 2018-Spring 2020 (Menifee, CA) Connect & Company provided community outreach for the $54.7 million I-215/ Scott Road Interchange project that built a partial cloverleaf interchange with a new overpass bridge to improve traffic flow on this regional connector. Andrea was the project Community Outreach Director/PIO and worked with Menifee’s PIO team to manage and execute the community outreach strategy. Highlights include planning and executing the groundbreaking and virtual ribbon cutting ceremonies; pre- construction outreach to stakeholders, area businesses and emergency services; planning and hosting a project open house attended by 97 people; developing the project’s graphics and collateral materials; planning and hosting a VIP tour and a media briefing/tour; extensive regional community outreach for the “Scott Shuffle” 55-hour interchange closure to open the new bridge; providing project videos, weekly updates, eblast emails and social media posts; and collaborating with the City of Menifee, RCTD, Caltrans and area PIOs to keep the community informed. Riverside County Transportation Department, Road and Drainage projects, June 2019-ongoing (Riverside County, CA) Connect & Company, under Andrea’s direction, provides community outreach for high profile road resurfacing and drainage projects that may impact businesses and residents in Riverside County. Outreach for these projects includes researching stakeholders; developing collateral materials; presenting to and educating elected officials, MAC members and staff at neighboring cities; informing stakeholders; collaboration with emergency services representatives; door-to-door outreach to residents and businesses located in the project area; providing construction alerts/updates and social media posts; managing the construction hotline and responding to public concerns. Projects include: • Ramona Expressway rehabilitation project with nighttime lane closures on 9.5 miles of the roadway with dairies and residences on both sides of the busy road. • The Gilman Springs Road Resurfacing project which resurfaced and repaved nine miles of a heavily travelled two-lane road during six weeks of full road nighttime road closures. • Idyllwild pavement rehabilitation project in downtown Idyllwild that impacted traffic, parking and pedestrians, affecting businesses, residents and visitors. • Temescal Canyon Drainage project which closed Temescal Canyon Road, a main community artery, to through traffic for three weeks during the summer. • Hostettler Road Emergency Road and Culvert Repair project in the Temescal Valley area. Wendy Turner Senior Technical Advisor/Environmental Compliance Coordinator Ms. Turner has over eleven years of professional experience as a biologist involving field surveys and report preparation for terrestrial and aquatic biological resources in southern California. Ms. Turner has managed projects of varying sizes throughout southern California and is proficient at coordinating various tasks and project needs ranging from focused surveys and document preparation to construction monitoring and permit compliance. Ms. Turner has considerable experience leading and conducting a wide range of biological surveys and habitat assessments, as well as construction monitoring for special-status species. She has conducted surveys for the burrowing owl, desert tortoise, bats, desert kit fox, as well as nesting birds. She has been approved by both CDFW and USFWS as an authorized desert tortoise handler. She regularly works with construction crews and their management personnel to maintain permit compliance and avoid project-related impacts to sensitive resources. Education B.S. Environmental Management with a Minor in Human-Animal Studies, University of Redlands, Redlands California Registrations, Certifications, Permits and Affiliations  CDFW Scientific Collecting Permit (S-193570004-20003-001) exp. 11/2023  Surveying, Monitoring, and Handling Techniques Workshop, Desert Tortoise Council (2010)  The Wildlife Society, Member Representative Professional Experience CV Link Multi-Modal Transportation Corridor Project, Coachella Valley Association of Governments- Riverside County (March 2020-ongoing). Lead biologist on the Construction Management contract for an approximately 48-mile multi-modal transportation pathway, located generally between the city of Palm Springs to the west and the city of Coachella to the east. Ms. Turner serves as the lead biologist for the Project, attending weekly construction meetings and scheduling necessary surveys and site visits to ensure environmental compliance. Ms. Turner has conducted several surveys for burrowing owl and nesting bird throughout the Project site and performs weekly site visits. Ms. Turner also set up wildlife cameras and was responsible for monitoring burrowing owls with chicks to determine if nearby construction activities were causing disturbance. Avenue 66 Grade Separation Project, Riverside County – as a Sub to ANSER for Riverside County Transportation Commission (RCTC) (2020–ongoing). Ms. Turner is the project manager, lead environmental compliance coordinator and inspector, providing management and coordination of tasks required for fulfillment of the environmental commitments in the ECR. She is responsible for conducting preconstruction nesting bird surveys, bat emergence surveys, full-time monitoring as needed, and weekly compliance inspections. Ms. Turner was also responsible for communicating with CDFW representatives regarding required notifications and negotiating project activities to ensure biological resources were protected while preventing project delays. The Wendy Turner (Continued) Page 2 of 2 project will construct a new grade separation and roadway to cross the Union Pacific Railroad and State Route 111 from a realigned Avenue 66 in the Community of Mecca, CA. Cathedral Canyon Drive Bridge at Whitewater River, Cathedral City, as a sub to T.Y.Lin International Group (2020-ongoing). Project manager, lead environmental compliance coordinator and inspector, providing management and coordination for fulfillment of the environmental commitments in the ECR. Ms. Turner is responsible for client coordination, and construction monitoring to ensure compliance with all project permits. The City proposes to construct a new four lane bridge along Cathedral Canyon Drive between the West Gate entrance to Cathedral Canyon Country Club and Cathedral Shores. Jackson Street Bridge Seismic Retrofit, Indio, CA – T.Y. Lin International (2020-2021). Project manager, lead environmental compliance coordinator and inspector, providing management and coordination of tasks required for fulfillment of the environmental commitments in the ECR. Ms. Turner lead preconstruction burrowing owl surveys which documented seventeen burrowing owls within the project area. She authored the Burrowing Owl Exclusion Plan and coordinated with CDFW representatives to expedite the approval and implementation of the plan, which allowed the project to proceed without delays. Weekly inspections are conducted to ensure permit compliance. The project consists of the seismic retrofit of the existing Jackson Street Bridge over the Coachella Valley Stormwater Channel. Proposed Recipient Site Habitat Assessment and Survey, San Bernardino County – Caltrans District 8 (2020-ongoing). As and On-Call for Caltrans District 8, Ms. Turner worked on the following Tasks: • Interstate 40 Median Regrade: Ms. Turner conducted a desert tortoise survey and habitat assessment to determine the sites suitability as a recipient site for translocated desert tortoises in support of the Desert Tortoise Translocation Plan, as required by the CDFW Section 2081 Incidental Take Permit for the Project. • Interstate 15 Earthen Dike Project: Ms. Turner conducted a desert tortoise survey and habitat assessment to determine the sites suitability as a recipient site for translocated desert tortoises. Interstate-215/Scott Road Improvements Project, Riverside County – as a Sub to DHS Consulting for Riverside County Department of Transportation (2018-2020). Lead environmental compliance coordinator and inspector for the I-215/Scott Road Interchange Project in Menifee, California. The project consists of reconstructing the existing diamond interchange into a cloverleaf interchange configuration. Responsible for conducting protocol pre-construction burrowing owl surveys, weekly nesting bird surveys, monitoring construction activities, and ensuring compliance with requirements from issued permits. Interstate-215/Newport Interchange Improvements Project, Riverside County – as a Sub to DHS Consulting for Riverside County Department of Transportation (2014-2018). Lead environmental compliance coordinator and inspector for the I-215/Newport Road Interchange Project in Menifee, California. The project consisted of reconstructing the existing diamond interchange located on Interstate 215 at Newport Road into a cloverleaf interchange configuration. Responsible for conducting nesting bird and burrowing owl surveys, CRAM assessment, and worker education training, monitoring construction activities, and ensuring compliance on requirements from issued permits during weekly inspections. Chia-Chi Wang, PE, PMP, QSD – Resident Engineer / Assistant Resident Engineer / Labor Compliance Officer Ms. Wang has more than 32 years of construction management experience on freeway projects including 10 years of experience in the role of Resident Engineers on more than 20 projects. Ms. Wang has been involved in a number of high-profile projects in the Inland Empire with various types of contracting methods including Design-Bid-Build, Design-Build and Design- Sequencing. Her expertise includes Project Management, Construction Contract Management, Constructability Review, Document Control, Quality Assurance Inspection, SWPPP Compliance, Prevailing Wage Monitoring and Enforcement, claim mitigation and resolution. Ms. Wang was the Area Construction Manager for SR 60/91/215 Interchange Design- Sequencing Project and SR 91 Corridor Improvement and Devore Design-Build Projects in Caltrans District 8. Project Experience: • SR-60 Central Avenue Interchange Project, Chino, California Resident Engineer/Labor Compliance Officer. This proejct will widen the Central Avenue bridge and the on-ramp to accommodate three through lanes and double left-turn lanes in both directions and will widen the existing eastbound and westbound on-ramps to from one lane to two through lanes and a carpool lane. The project will relieve congestion and improve traffic flow on Central Avenue at SR-60 Interchange. Ms. Wang as the Resident Engineer managed the CM Team working with City Project Manager, Caltrans Oversight Engineers and Consultant Designers. She was responsible for overall project scope, schedule and cost. Her responsibilities included contract administration, office engineering, labor compliance monitoring and enforcement, SWPPP monitoring and inspection, QA inspection, progress payment and dispute resolution. In addition, Ms. Wang is responsible for labor compliance monitoring and prevailing wage enforcement. She verified employee Certified Payroll rate with DIR Rate Determination for each classification and Employee Interview Reports; verified contractor submit Certified Payroll Reports to Dir eCPR website and all contractor worked on the project are registered with DIR. Construction Cost: $24 million. • I-215 Placentia Avenue Interchange Project, Perris, California Labor Compliance Officer. The new interchange located between Ramona Expressway to the north and Nuevo Road to the south. Adding new northbound and southbound on-ramps and off-ramps on I-215 at Placentia Avenue; realigning East Frontage Road, widening the existing Placentia Avenue overcrossing, and adding lanes to Placentia Avenue between Harvill Avenue and Indian Avenue. Ms. Wang is responsible for labor compliance monitoring and prevailing wage enforcement. She verified employee Certified Payroll rate with DIR Rate Determination for each classification and Employee Interview Reports; verified contractor submit Certified Payroll Reports to Dir eCPR website and all contractor worked on the project are registered with DIR. Construction Cost: $42 million. Education: B.S. Civil Engineering California State University, Los Angeles Professional Registrations: Professional Engineer-Civil, CA No 50540 Certification PMP, PMI, No.1351346, QSP/QSD/ToR, CASQA No. 00998 Training Caltrans Resident Engineer Certificate Program Dispute Review Board Member Training South Coast Basin Fugitive Dust Control Class • SR-60 Truck Climbing Lane, Moreno Valley, California Labor Compliance Officer. The project is widening a 4.5-mile section of State Route 60 between Gilman Springs Road and 1.4 miles west of Jack Rabbit Trail between Moreno Valley and Beaumont. This project consists of constructing an eastbound truck climbing lane and westbound truck descending lane, widening shoulders to standard widths, improving motorist sight distance by flattening roadway curves. Ms. Wang is responsible for reviewing Certified Payroll Records, Fringe Benefit Statements and Apprenticeship Certificates for accuracy; verifying Prevailing Wage Rate against the information listed on the Monthly Employee Interviews; recommending deduction for missing payroll documents and conducts source document verifications. Construction Cost: $113 million. • I-15 Limonite Avenue Interchange Improvement Project, Eastvale, California Labor Compliance Officer. The Limonite Avenue is an east-west arterial roadway between Hamner Avenue and Wineville Avenue. The proposed improvements consist of a new 8-lane overcrossing, 3 through lanes in each direction plus 2 turn lanes, widening of the off-ramps from 2 to 4 lanes, the addition of 2 new loop on-ramps, and the widening of Limonite Avenue to 4 lanes in each direction between Hamner Avenue and Wineville Avenue. Ms. Wang is responsible for reviewing Certified Payroll Records, Fringe Benefit Statements and Apprenticeship Certificates for accuracy; verifying Prevailing Wage Rate against the information listed on the Monthly Employee Interviews; recommending deduction for missing payroll documents and conducts source document verifications. Construction Cost: $39 million. • I-10 Monterey Avenue Ramp Modification Project, City of Palm Desert, California Project Manager/Resident Engineer for this ramp modification project to: relocate WB off-ramp to Varner Road; and construct a direct loop on-ramp for NB Monterey Avenue traffic, construct Retaining Walls/Ground Anchor Wall and install new Traffic Signal, Lighting and Ramp Metering Systems. Ms. Wang managed the CM Team working with City Project Manager, Caltrans Oversight Engineers and Consultant Designers. She was responsible for overall project scope, schedule and cost. Her responsibilities included contract administration, office engineering, labor compliance monitoring and enforcement, SWPPP monitoring and inspection, QA inspection, progress payment and dispute resolution. Construction Cost: $9 million • I-15 Ranchero Road Interchange Project, Hesperia, California Labor Compliance Officer. The interchange, part of the three-phase Ranchero Road project, will provide residents of Hesperia and Oak Hills direct access to the freeway via Ranchero, Mariposa and Caliente roads. This project is located in the City of Hesperia, California and will connect Mariposa Road and Caliente Road to Interstate 15 with a full-service interchange. Ranchero Road will consist of three through lanes in each direction along with additional turn lanes at the freeway ramp connections and intersections with two realigned frontage roads. Ms. Wang is responsible for reviewing Certified Payroll Records, Fringe Benefit Statements and Apprenticeship Certificates for accuracy; verifying Prevailing Wage Rate against the information listed on the Monthly Employee Interviews; recommending deduction for missing payroll documents and conducts source document verifications. Construction Cost: $32 million. ROBERT DELGADO, CCM, CHST S AFETY MANAGER EDUCATION PROFILE A.A., International Business Management, Santa Ana College, 2000 A.A., Carpentry, Santa Ana College, 2000 A.A., Liberal Arts, Santa Ana College, 2000 REGISTRATIONS/ CERTIFICATIONS Certified Construction Manager, CCM Construction Health and Safety Technician, CHST Certificate, 10 Hour, OSHA Certificate, 40 Hour, HAZWOPER Certificate, Safety Trained Supervisor, STS Robert has nearly 30 years of experience in the construction industry. He began his career as a Carpenter building bridges throughout California. Soon thereafter, Robert obtained his General Contractors and General Engineering Contractors license. Nearly two decades later, his career path evolved into a focus of Safety oversight, which led him to provide oversight on various projects and development of company safety policies specifically within the construction management industry. His responsibilities were and are in developing and implementing safety policies, jobsite inspections, accident investigations, training, coaching and assuring regulatory compliance. Robert is proficient as a skilled writer, regularly composes scopes, cost estimates, reviews project schedules, and statements of qualifications for a diverse cross- section of potential clients. He is a practiced negotiator, highly effective communicator and is experienced with establishing agreements and contracts. Areas of Expertise • Safety Professional • Bridge Construction • Structure Inspection • Project Management EXPERIENCE Current Experience: AIX Consulting, Inc. (2021- Present) Safety Manager/Certified Construction Manager Robert is currently overseeing residential construction in the City of La Quinta providing a full suite of Construction Management Services along with Safety Oversight. He is also the qualifying principal in obtaining AIX’s General “A” Engineering California Contractors license. His responsibilities with the company is implementing an overall safety plan and providing construction management services on a project by project basis. His responsibilities to clients is to provide safety oversight, provide safety audits of contractors safety plans and assure contractors are adhering to safe construction practices and providing the public a safe construction site that provides the sage egress and ingress throughout the life of the project. Relevant Experience Anser Advisory, Llc (2019-2020): Corporate Safety Manager (Santa Ana, CA) Responsibilities: Overseeing all Infrastructure practice pursuits and providing project safety oversight on various projects that include: highway widenings, bridge construction and public work improvements. Malleum, Llc (2018-2019): Construction Manager/ Safety Director (Reno, NV): Responsibilities: Land development and residential construction. JACOBS ENGINEERING, INC (2015-2018): Business Development Manager (Irvine, CA) Responsibilities: Oversaw Rail practice pursuits and Zero Emissions Clean Energy opportunities. ARCADIS (2013-2015) Associate Vice President Transportation/ Safety Manager (Irvine, CA) Responsibilities: Oversaw all Transportation Infrastructure practice pursuits and provided project safety oversight on various projects that included: highway widenings, bridge construction and public work improvements. Owner Builder (2012-2013): Construction Manager/ Safety Manager (Reno, NV) Responsibilities: Oversaw the construction of a 1800SF Single Family Residence. Assured safety throughout construction over various trades and sub-contractors. GHIRARDELLI ASSOCIATES, INC. (2006-2012): Business Development Manager/ Safety Manager (Long Beach, CA) Responsibilities: Oversaw all Transportation Infrastructure practice pursuits in So Ca. Provided Safety oversight and compliance on various projects that included: highway widenings, bridge construction, mural restoration project and various public work improvements. Relevant Project Experience HYPERLOOP TRANSPORTATION TECHNOLOGIES, INC. (2015): Research & Testing (Kings County, CA) Hypermaster Planner - Robert was the Hypermaster in planning for the Quay Valley System, which will be the 5 mile test and research track and facility for the Hyperloop. He led the coordination of various disciplines and committees within HTT towards obtaining permits and approvals on construction of the test facility. ARCADIS (2013 – 2015): California High Speed Rail (CHSR) - CP 2-3 (Fresno, CA); SBO Responsibilities: Robert was the Small Business Officer for CP2-3 in overseeing the efforts in meeting the 30% SBE goal established by CHSRA. He implemented a Small Business Program that involves the participation of the Project Manager and Contract Administrator to assure opportunities are made available throughout the life of the project and to continuously meet and exceed when possible the SBE goal. Services provided by Robert also include: quarterly meetings with all sub consultants, monthly and quarterly SBE reporting and monitoring, and constant communication with various project staff; overseeing the Design Builders Small Business Performance Plan and its implementation. L.A. METRO - Regional Connector Project (Los Angeles, CA); Business Manager Responsibilities: Robert was the Small Business Manager for ARCADIS in overseeing the efforts in meeting the 25% SBE goal established by L.A. METRO. Implementing a Small Business Program involving the participation of the Project Manager and Contract Administrator to assure opportunities are made available throughout the life of the project and to continuously meet and exceed when possible the SBE goal. Additional services provided by Robert include: quarterly meetings with all sub consultants, monthly and quarterly SBE reporting and monitoring, and constant communication with various project staff. GHIRARDELLI ASSOCIATES (2006 – 2013): Caltrans D11 - Chicano Park Mural Restoration Project (San Diego, CA) Asst. Project Manager, Safety Manager & SWPPP Inspector - Robert served as the Asst. Project Manager and Construction/Safety Manager/SWPPP inspector for this mural restoration project. Chicano Park is a 7.9 acre park located beneath the San Diego-Coronado Bridge in Barrio Logan, a predominantly Mexican American and Mexican-immigrant community in central San Diego, California. The park is home to the country's largest collection of outdoor murals (67), as well as various sculptures, earthworks, and an architectural piece dedicated to the cultural heritage of the community. Ghirardelli Associates was chosen to oversee the first restoration of 18 of these murals since they were first painted in the early 70's. • Focus of the SWPPP is housekeeping, jobsite storage of materials, equipment handling, and avoiding spills. • Our plan assured all chemicals are handled safely and do not enter the food chain or water supply. Services provided by Robert included: Storm Water Pollution Prevention Plan review, implementation, public relations and inspection, investigation and coordination with murals’ original artists, inspecting, safety compliance and oversight and reporting contractor's work for erecting scaffolding, brushing and scraping, sandblasting, using solvents, paints, and hydraulic equipment. Caltrans District 11 - 215/91/60 Design Sequence (Riverside County, CA) Assistant Structures Representative - Robert served as the Assistant Structure Representative on the largest and most complex project in the Inland Empire. The project included: • 4 miles of HOV lanes and widened freeways on I-215, SR60 and SR91 • New sound walls and retaining walls throughout the project • Major structural improvements at 8 local interchanges • 2 sweeping ‘flyover’ connector ramps between the I- 215/SR60 and the SR91 • Improvements to local drainage systems • New truck bypass connector leading from the southbound I-215 to the eastbound SR60. Robert also provided inspection on a six-span bridge, box girder non- stressed, three-span bridge, post-tensioned slab bridge, and various other bridge widenings on the project. He kept daily logs of activities, man hours and numerous activities relevant to each structure such as elevations, scale drawings. OTAY RIVER CONTRACTORS (2004 – 2006): Caltrans District 11 - Southbay Expressway SR-125 Toll Road (San Diego County, CA) Quality Control/Safety Inspector - Robert served as the Quality Control/Safety Inspector on this toll road which is part of a $653 million, 12- mile long, toll road construction project connecting SR125 to the I-905. This design-build project consisted of over thirty (30) bridges and a segmental bridge that cross over the Otay River bed. Robert inspected assigned structures throughout the Toll Road Project that included three single span box girder bridges, four 2-span post-tensioned box girder bridges, two 3- span post-tensioned box girder bridges and a 13 span pre-cast segmental bridge. He also provided inspection of Type I retaining walls, tieback walls, soil nail walls and drainage systems. Robert’s other duties included keeping records of equipment, man hour logs, items of work, writing daily reports and assisting with monthly pay estimate quantities. Project was constructed in accordance with Caltrans standards and requirements, with Caltrans oversight. ORTIZ ENTERPRISES (1999 – 2004): City of San Diego - Light Rail Transit Trolley (San Diego, CA) Carpenter Foreman & Safety Training Officer - Robert served as the Carpenter Foreman on this Caltrans oversight project to construct a section of the Red Line for the San Diego Trolley. The project included the construction of various types of retaining walls, soil nail walls, tie-back walls, pre-cast bridges and two box girder bridges spanning across 23 columns and 5 hinges. He was responsible for the erection/removal, columns, abutments, stem, soffit and deck, and the Type I retaining walls. Caltrans District 7 - I-10 Widening (Pomona, CA) Carpenter Foreman & Safety Training Officer - Robert served as the Carpenter Foreman on this Caltrans project widening 6 miles of I-10 with an additional 2 lanes in each direction. Project included replacement of six 2-span post-tensioned box girder bridges with double & single column bents and seat type abutments. Robert’s duties were to build assigned projects that included falsework erection and removal, all phases of bridge construction (soffit, stems, deck, columns, abutments, approach slabs, etc.), drainage systems, box culverts, retaining walls (architectural, non- architectural), and various other minor structures. Caltrans District 8 - I-60 Interchange Widening with New Retaining Construction (Diamond Bar, CA) Carpenter Foreman & Safety Training Officer - Robert served as Carpenter Foreman and safety training officer on this project for the widening and improvement of the SR-57 and SR-60 interchange. Robert was responsible for building retaining walls per Caltrans design and standards, training company personnel in forklift safety, keeping daily dairy of activities, man hours and equipment, and developing productive relationships with general contractor, inspectors and local agency offices. Caltrans District 12 - 241 Toll Road (Foothill Ranch, CA) Structures Foreman - Robert was the Structures Foreman responsible for constructing the bridges and retaining walls on the widening of an existing toll road with one additional lane. The project involved PCC paving, bridge replacements, retaining walls and new drainage system. The bridge structures included six single spanned post-tensioned box girder bridges on seat type abutments and CIDH pile footings. Caltrans District 11 - I-15 Widening (Escondido, CA) Carpenter Foreman - Robert served as the Carpenter Foreman on this Caltrans project that involved two miles of architectural façade retaining wall with new catch basins and drainage systems. Robert was responsible for building the retaining walls in accordance with the approved plans and specifications. Caltrans District 7 - I-105 Revamping Drainage Systems (Los Angeles, CA) Carpenter Foreman - Robert served as Carpenter Foreman on this Caltrans project for revamping five miles of existing drainage system and creating CHP turnouts and constructing of Type I retaining walls on each side of the highway. US Army Corp of Engineer - Los Angeles River Channel Improvements (Los Angeles, CA) Carpenter Foreman - Robert served as the Carpenter Foreman responsible for building retaining walls (architectural), various drainage system improvements, small inspection building, pedestrian walkways, entrance and exit ramps, slope paving. Project consisted of making improvements to the Los Angeles River channel that would provide protection of increased flooding to the neighboring cities that border the Los Angeles River. KAJIMA ENTERPRISES (1997 – 1999): Caltrans District 12 - I-5 Widening and Improvements (Orange County, CA) Journeyman Foreman - Robert was a Journeyman Carpenter responsible for assuring construction of box girder bridges, pre-cast bridges, various types of retaining walls, and box culverts in accordance with Caltrans Standard Specifications, pertinent permits, and Caltrans design standards. He approved construction methods in a safe and productive manner and participated in tailgate safety meetings in accordance with Cal OSHA Rules and Regulations. 3B’s (1994 – 1997): I-405 Widening & Bridge Construction (Long Beach, CA) Carpenter Foreman - Robert served as the Carpenter Foreman on this Caltrans project to widen 10 miles of I-405 with 2 additional lanes in each direction. The project included the replacement of 12 bridge structures and construction of new retaining walls and box culverts. The bridge structures were all two spanned post-tensioned box girder bridges on single and double column bents and seat type abutments with driven PC/PS concrete piles. Robert was responsible for construction of falsework – erection/removal, columns, abutments, stem, soffit and deck, and the Type I retaining walls. Reference/s Upon Request ANSERADVISORY.COM COURTNEY COWINGS PROJECT ADMINISTRATOR Courtney has eight years of administrative experience, including document control, labor compliance, Geographic Information Systems (GIS), purchasing and urban analysis. She is proficient in Federal and State requirements and regulations. Courtney is a self-starter and a detail-oriented professional who is well-versed in document controls and contract management. She can quickly learn new programs and has proven to be a valuable asset to maintaining flexibility within any given organization. REPRESENTATIVE EXPERIENCE City of Menifee, Various Projects, Menifee, CA Courtney is the Project Administrator responsible for labor compliance, auditing DBE subcontractors for Commercially Useful Functions (CUF), providing administrative support to Principal Engineers, monitoring and tracking invoices, uploading and verifying all certified payroll to LCP Tracker/DIR and reporting monthly progress on all current prevailing wage projects. On a monthly basis, she is responsible for updating and distributing all Construction Manager Assignments and tracking project statuses. Los Angeles County Metropolitan Transportation Authority (LA Metro), Regional Connector, Los Angeles, CA Courtney is the Project Administrator responsible for labor compliance, auditing DBE subcontractors for Commercially Useful Functions (CUF), providing administrative support to Principal Engineers, monitoring and tracking invoices, uploading and verifying all certified payroll to LCP Tracker/DIR and reporting monthly progress on all current prevailing wage projects. On a monthly basis, she is responsible for updating and distributing all Construction Manager Assignments and tracking project statuses. San Diego Association of Governments (SANDAG), Program Wide Construction Management Services, San Diego, CA Courtney is the Project Administrator responsible for labor compliance, auditing DBE subcontractors for Commercially Useful Functions (CUF), providing administrative support to Principal Engineers, monitoring and tracking invoices, uploading and verifying all certified payroll to LCP Tracker/DIR and reporting monthly progress on all current prevailing wage projects. She has also enforced a new process for subcontractors that are delinquent in Labor Compliance requirements called the Non- Conformance Escalation Process. On a monthly basis, she is responsible for updating and distributing all Construction Manager Assignments and tracking project statuses. California High Speed Rail Authority, Construction Package 2-3, Fresno, CA Courtney was the Document Control Specialist accountable for all labor compliance filing including certified payroll, fringe benefit statements, trust fund reports, wage rates, apprentices and all subcontractor small business documents. She was responsible for formatting, retrieving and delivering all letter and executive memorandums; preliminary review and tracking of all incoming submittals, RFIs; development and tracking of potential disputes, claims, change issues, including executive memos, responses, issue binders and logs. Courtney was also the SharePoint Data Administrator responsible for coordinating documentation, file management of hard copies and electronic files through SharePoint for projects valued at $1.6 billion, working in conjunction with Project Managers and Schedulers. She developed ROW delivery logs and tracked submissions, change orders, RFIs, letter correspondence, directive letters and environmental documents. Education Bachelor of Arts, Urban Studies, Cum Laude, Loyola Marymount University, Los Angeles, CA Associate of Arts, Liberal Arts, Santa Monica College, Santa Monica, CA Experience Years’ Experience: 8 Years with Anser: 3.5 COURTNEY COWINGS PROJECT ADMINISTRATOR ANSERADVISORY.COM Granville Homes Development, Fresno, CA As Production/Options Coordinator, Courtney was responsible for processing lot options, releasing all lot starts, and issuing all purchase orders for single and multi-family projects; record building permits, site plans and fees in NewStar system; maintain the electronic document system to ensure all employees have access; regularly update the system with most up to date files; report weekly on all construction documents to be reviewed and sent to corresponding departments; create tract maps for vendor changes and product changes; managed subcontractor insurance requirements and tracking. STAR Education, Culver City, CA Courtney was the Human Resources Assistant responsible for reviewing and analyzing resumes for potential hires; scheduling appointments for interviews, new hire and termination paperwork; establishing a centralized hiring process for 400 employees; and licensing seven elementary schools through Community Care Licensing. Addenda Acknowledgment ATTACHMENT 8 ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA Must be executed by proposer and submitted with the proposal; If no addenda has been issued, mark “N/A” under Addendum No. indicating Not Applicable and sign ADDENDUM NO. SIGNATURE INDICATING RECEIPT No. 1 dated 11/23/21