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EXP U.S Services, Inc
PROFESSIONAL ENGINEERING SERVICES AVENUE 50 BRIDGE PROJECT FEDERAL PROJECT NO.: BR-NBIL(547) CITY PROJECT NO.: 2019-02 1p Closing: August 23, 2023 at 5 P.M. TECHNICAL PROPOSAL raw i r` -s , .,.. . Y` COVER LETTER XX STATEMENT OF QUALIFICATIONS XX PROJECT UNDERSTANDING & APPROACH XX SCOPE OF WORK PROGRAM XX PROJECT SCHEDULE DBE COMMITMENT APPENDIX NON -COLLUSION AFFIDAVIT FORM INSURANCE ACKNOWLEDGEMENT RESUMES ADDENDA ACKNOWLEDGEMENT XX XX m 'exp COVER LETTER ---I 5 fi 1- ex• August 23, 2023 City of La Quinta Attn: Julie Mignogna, Management Analyst, Public Works Department 78495 Calle Tampico La Quinta, California 92253 re: RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 Dear Ms. Mignogna, EXP U.S. Services Inc. (EXP) is pleased to submit our proposal to the City of La Quinta (City) to prepare the Project Study Report, Environmental Studies, the plans, specifications, and engineer's estimate (PS&E) for the replacement of the Avenue 50 low-water crossing (OOL-0091) with a new all-weather bridge over the La Quinta Evacuation Channel, Federal Project No. BR-NBIL(547), City Project No. 2019- 02. EXP has assembled a strong and locally experienced team of professionals led by our seasoned Project Manager, Portia Gonzalez, PE, who has served as a Project Manager on multiple large and small projects. Her proactive project management approach, communication and problem -solving skills and her ability to build consensus makes her the perfect fit to lead this project for the City. PROJECT MANAGER/PROPOSAL CONTACT INFORMATION The EXP team is fully committed to providing the services outlined in the RFP and we look forward to the opportunity to discuss our team's qualifications with you. For any questions our solicitation response, please contact: Portia Gonzalez, PE, QSD/QSP I Project Manager t:1.949.257.5340 1 e: portia.gonzalez@exp.com. EXCEPTIONS/DEVIATIONS Please see the pages following this cover letter for our exceptions to the sample agreement. IDENTIFICATION OF SUBCONSULTANTS EXP will serve as prime consultant for this project. We have added we have added the following subconsultants to our team with whom we have successfully worked in the past: CL Surveying and Mapping, Compass, David Evans & Associates, Earth Mechanics, Inc., Urban Crossroads, CRM Tech, ELMT Consulting, and Converse Consultants. Contact information for each sub -consultant can be found on the following page. We realize that the hydraulic report will serve as a major element in the preparation of the purpose and need for the project and in obtaining final environmental approval. Our team possesses the unique experience and expertise to prepare an in-depth hydraulic report to adequately capture and convey the 100 - year storm and SPF per City of La Quinta standards, City of La Quinta Master Drainage Study, and CVWD freeboard requirements. EXP 451 East Vanderbilt Way, Suite 3751 San Bernardino, California 92408 1 USA t: +1.949.257.5340 1 exp • corn EXP City of La Quinta Re: RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 August 16, 2023 We will meet the minimum regulatory requirement for Disadvantaged Business Enterprise (DBE) with our sub -consultants. FIRM LEGAL NAME + ADDRESS CONTACT• INFORMATION EXP U.S. Services Inc. I Prime Portia Gonzalez, PE, QSD/QSP PM, Roadway Design, Structures, Drainage 451 East Vanderbilt Way, Suite 3751 San t: 1.949.257.5340 Bernardino, California 92408 e: portia.gonzalez@exp.com. Topographic Mapping services CL Surveying & Mapping I DBE Daniel Cavillo, Vice President 400 East Rincon Street, Suite 202 t: +1.909.484.4200 Corona, CA 92879 e: Dan@CL-Survey.com Compass Consulting Enterprises, Inc DBE Julie Gilbert, President Environmental services PO Box 2627, Avalon, CA 90704 t: +1.909.496.5960 e: julie@compass-consultinginc.com Converse Consultants I DBE Norman S. Eke, CAC, Managing Hazards Waste services 2021 Rancho Drive, Suite 1 Officer, Senior Vice President Redlands, CA 92373 t: +1.626.807.3407 e: neke@converseconsultants.com CRM Tech Michael Hogan, PhD, RPA, Principal Cultural Resources services 1016 E Cooley Drive, #B Investigator/Archaeologist Colton, CA 92324 t: +1.909.376.7843 e: mhogan@crmtech.us David Evans and Associates Kim S. Rhodes, Landscape Architect Aesthetics services 4141 E. Inland Empire Boulevard, Suite 250 t: +1.909.912.7348 Ontario, CA 91764 e: ksr@deainc.com ELMT Consulting Travis McGill Biological Resources/Jurisdictional Resources 2201 N. Grand Avenue #10098 t: +1.714.716.5050 services Santa Ana, CA 92711 e: travismcgillCa)elmtconsulting.com Monument Consultants I DBE Amber Costello, President Right of Way services 200 Spectrum Center, Suite 300 t: +1.562.260.0507 Irvine, CA 92618 e: acostello@monumentrow.com Urban Crossroads Bill Maddux Air -GH -Energy and Noise services 20341 SW Birch St Suite 230 t: +1.619.778.1971 Newport Beach, CA 92660 e: bmaddux@urbanxroads.com We appreciate the opportunity to serve the City of La Quinta, and we look forward to hearing from you soon. Respectfully Submitted, Khalil Saba, PE Vice President/Principal-in-Charge 9.74 r "ex P. EXCEPTIONS/DEVIATIONS I vi °' exCity of Chino I RFP #2023-7006 1 Design and Bid Support Services t P Language ProposedCurrent 6.1 To the fullest extent permitted by law, Indemnification 6.1 To the fullest extent permitted by law, Rationale: As design professionals, we carry Contracting Party shall indemnify, protect, Contracting Party shall indemnify, protect, professional liability insurance to protect against defend (with counsel selected by City) and defend (with counsel selected by City) and potential claims. By clarifying that the duty to hold harmless City and any and all of its officer, hold harmless City and any and all of its officer, defend does not apply to professional liability employees, agents and volunteers as set employees, agents and volunteers as set claims, we ensure that there is a consistency forth in "Exhibit F ("Indemnification") which forth in "Exhibit F ("Indemnification") which between the contract and insurance coverage, is incorporated herein by this reference and is incorporated herein by this reference and avoiding potential conflicts, or rendering the expressly made a part hereof. expressly made a part hereof. It is understood contract uninsurable. that the duty to defend shall not extend to any errors and omissions or negligent performance Rationale: Including a mutual waiver of covered under professional liability insurance. consequential damages clause means that both parties can establish clear boundaries regarding 6.2 Waiver of Consequential Damages. Neither the types of damages for which neither party party shall be liable to the other for any will be held liable. Consequential damages are incidental, indirect or consequential damages challenging to define and quantify accurately, arising out of or connected in any way to the and are indirect in nature, so including this clause Project or this Agreement. protects both parties for losses beyond the scope of work. Records and Reports 7.5 In the event of Termination under Section 7.5 In the event of Termination under Section Rationale: By excluding responsibility for incomplete 8.0, immediately upon termination, City shall 8.0, immediately upon termination, City shall be deliverables, the Contracting Party protects from be entitled to, and Contracting Party shall entitled to, and Contracting Party shall deliver to unforeseen damages beyond our control, as a result deliver to City, reports, investigations, appraisals, City, reports, investigations, appraisals, inventories, of the incomplete deliverables. inventories, studies, analyses, drawing and data studies, analyses, drawing and data estimates estimates performed to that date, whether performed to that date, whether completed or not, completed or not, and other such materials as and other such materials as may have been prepared may have been prepared or accumulated to or accumulated to date by Contracting Party in date by Contracting Party in performing this performing this Agreement which is not Contracting Agreement which is not Contracting Party's Party's privileged information, as defined by law, or privileged information, as defined by law, or Contracting Party's personnel information, along Contracting Party's personnel information, along with all other property belonging exclusively to City with all other property belonging exclusively to in which is in Contracting Party's possession. Neither City in which is in Contracting Party's possession. Contracting Party, nor its subconsultants shall be responsible for errors or omissions in documents which are incomplete as a result of an early termination under this Agreement. City uses such incomplete work product at their own risk. Exhibit Elnsurance The policy must "pay on behalf of" the insured The policy must "pay on behalf of" the insured Rationale: We are unable to have professional Requirements and must include a provision establishing the liability insurance written with a defense insurer's duty to defend. obligation. This is not available in the marketplace. °' exCity of Chino I RFP #2023-7006 1 Design and Bid Support Services t P EXCEPTIONS/DEVIATIONS I vii City of Chino I RFP #2023-7006 1 Design and Bid Support Services . e Language ProposedCurrent Exhibit F Indemnification for Professional Liability. When Indemnification for Professional Liability. When Rationale: As design professionals, we carry Indemnification the law establishes a professional standard of the law establishes a professional standard of professional liability insurance to protect against care for Contracting Party's Services, to the care for Contracting Party's Services, to the potential claims. By removing the duty to fullest extent permitted by law, Contracting fullest extent permitted by law, Contracting defend, we ensure that there is a consistency Party shall indemnify, protect, defend (with Party shall indemnify, between the contract and insurance coverage, counsel selected by City)and hold harmless City and hold harmless City avoiding potential conflicts, or rendering the and any and all of its officials, employees, and and any and all of its officials, employees, and contract uninsurable. agents ("Indemnified Parties") from and against agents ("Indemnified Parties") from and against any and all claims, losses, liabilities of every any and all claims, losses, liabilities of every kind, nature, and description, damages, injury kind, nature, and description, damages, injury (including, without limitation, injury to or death (including, without limitation, injury to or death of an employee of Contracting Party or of any of an employee of Contracting Party or of any subcontractor), costs and expenses of any kind, subcontractor), costs and expenses of any kind, whether actual, alleged or threatened, including, whether actual, alleged or threatened, including, without limitation, incidental and consequential without limitation, incidental and consequen damages, reasonable court costs, attorneys' damages, reasonable court costs, attorneys' fees, litigation expenses, and fees of expert fees, litigation expenses, and fees of expert consultants or expert witnesses incurred in consultants or expert witnesses incurred in connection therewith and costs of investigation, connection therewith and costs of investigation, to the extent same are caused in whole or in to the extent of s --_d an whole or in part by any negligent or wrongful act, error or part by any negligent or wrongful act, error or omission of Contracting Party, its officers, agents, omission of Contracting Party, its officers, agents, employees or subcontractors (or any entity or employees or subcontractors (or any entity or individual that Contracting Party shall bear the individual that Contracting Party shall bear the legal liability thereof) in the performance of legal liability thereof) in the performance of professional services under this agreement. With professional services under this agreement. With respect to the design of public improvements, respect to the design of public improvements, the Contracting Party shall not be liable for any the Contracting Party shall not be liable for any injuries or property damage resulting from the injuries or property damage resulting from the reuse of the design at a location other than reuse of the design at a location other than that specified in Exhibit A without the written that specified in Exhibit A without the written consent of the Contracting Party. consent of the Contracting Party. City of Chino I RFP #2023-7006 1 Design and Bid Support Services . e STATEMENT OF QUALIFICATIONS !� •�� lo- � � 1 ItdTrid.�; id.l'� 1�'p ,j miff 1 r�• - -- - ail : S,'� • __' KEY PERSONNEL Our team will be led by Portia Gonzalez, PE as the Project Manager. Portia has served as Project Manager on several large and complex bridge and roadway street widening projects in Southern California. Portia is the right person to manage and deliver projects successfully. Portia's extensive experience in complex hydrology and hydraulics analysis and managing large regional flood control facility project will expedite the technical approvals from Coachella Valley Water District. Portia has also worked as Project Manager consultant at Caltrans D8 and understands the District PA/ED and PS&E process. Below is a table of our proposed project personnel and their experience. Full resumes of the project team can be found in Appendix C. REGISTRATIONS/LICENSES EDUCA YEARS OF RELEVANT EXPERIENCE ERIENCE Khalil Saba, PE EXP Professional Civil Engineering, 44 - Caltrans District 8 Capital Program Principal In Charge Engineer (Civil), CA American University of - San Bernardino & Riverside Availability 80% C51144 Beirut,1978 Counties, CA • City of Chino, Pine Avenue Extension to State Route 71, Chino, CA • Caltrans District 8 Capital Program, San Bernardino & Riverside Counties, CA Portia Gonzalez, PE, QSD/ • Professional MS, Water Resources, 32 Peach Avenue Improvement, QSP I EXP Engineer (Civil): AZ, California State Hesperia, CA Project Manager & CA (C52302) University -Long Beach, SBCTA 1-10 Express Lanes Project, Hydrology/Hydraulics/ • Qualified SWPPP 2010 Montclair to Redlands, CA Stormwater Data Report/ Developer (QSD) BS, Civil Engineering, • City of Ontario, San Antonio Storm Drainage • Construction California State Drain, Ontario and Chino, CA Availability 80% General Permit Polytechnic University, Qualified SWPPP Pomona, CA, 1991 Practitioner (QSP) Syed Raza, PE I EXP • Professional MS, Civil Engineering, 41 • Caltrans District 8 Capital Program, QA/QC Engineer (Civil), CA Texas A&M University, San Bernardino + Riverside Availability 60% C53579 College Station, Texas Counties, CA 1991 • State Route 91 Corridor • BS, Civil Engineering, Improvement Project, Corona, CA NED Engineering • State Route 18 (SR -18) Big Bear University, Karachi Bridge, Big Bear Valley, Caltrans District 8 City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. STATEMENT OF QUALIFICATIONS 12 City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. Gabriel Rodriguez, PE EXP Professional BS, Civil Engineering, 25 • Phelan Road Widening Project, Engineering Engineer (Civil), CA California Polytechnic for County of San Bernardino, San Availability 80% C69948 State University at Bernardino County, CA Pomona, 2001 • Lakewood Boulevard and Imperial Highway Intersection Improvement Project, for City of Downey, Downey, CA • Santa Gertrudis Creek Phase II Bike Trail Project, for City of Temecula, Temecula, CA Mohammad Muqtadir, PhD, Professional PhD, Structural 30 • 1-10 Express Lanes Design Build PE I EXP Engineer: CA Engineering, Alberta, Project near Ontario Airport: Structural Design & #C60776 Canada SBCTA/ Caltrans District 8: 2019 - Structures MSCE, Structures, 2023 Availability 100% McMaster, Canada • 1-10 White Water River Bridge • BSCE, Mehru Scour Mitigation: Caltrans District Technological 8: 2015-2019 University, India • 1-395 Joshua Wash Bridge Culvert Widening Caltrans District 8: 2015- 2019 Julie Gilbert I Compass Certificate, BA, Journalism, 30 • Environmental Documentation Consulting Environmental Louisiana State Preparation and Document QA/QC Environmental Compliance, Leadership. Cal University, 1987 — Various clients Environmental Document, State San Marcos, • Line A Storm Drain and Bledsoe and Public Services and 2014 Gulch Outfall Reconstruction Utilities/Community Impact CEQA Initial Study/Mitigated Assessment Negative Declaration and Availability 90% Jurisdictional Waters Permitting — City of Highland Luis Bentancourt, PE I EXP Professional BS, Civil Engineering, 35 • Caltrans HQ Office of Project Project Study Report Engineer (Civil), CA California State Delivery, Sacramento, CA Availability 100% C43806 University, Chico. 1985 • Interstate 10 Express Lanes from Los Angeles County to Interstate 15, San Bernardino County, CA • State Route 91 Corridor Improvement Project, Corona, CA Christine Brown, PE EXP Professional BS in Civil Engineering, 8 • City of Chino, Euclid / Pine Avenue Roadway Engineer (Civil): CA California State Intersection Improvements, Chino, Availability 180% C92510 Polytechnic University CA • City of Chino, SR 71 / Pine Avenue Interchange Project, Chino, CA • SBCTA, SR -210 /Waterman Interchange Project, San Bernardino, CA Curtis Bibolet, SR/WA, Senior Right -of- BS in Communications 13 • City of Colton, La Cadena R/W-AMC Monument Way, International Studies, Minor in Business, Over Santa Ana River Bridge Utilities Right -of -Way University of Idaho Replacement Project. Colton, CA Association • San Bernardino County Availability 60% Right -of -Way Asset Transportation Authority West Management, Valley Connector Bus Rapid Transit International Right- Project, San Bernardino, CA of -Way Association • Riverside County Transportation Commission, Santa Ana River Trail (Sart) Phase 2, Corona, CA City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. STATEMENT OF QUALIFICATIONS 13 City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. Ryan Luong, PE I EXP • Professional BS, Civil Engineering, 20 • City of Ontario, San Antonio Storm Water Quality/Floodplain Engineer (Civil): CA California State Drain, Ontario and Chino, CA C64610 Polytechnic University, • SBCTA and City of San Bernardino, Availability 40% . Qualified SWPPP Pomona, CA,1998 SR 210 at Waterman Avenue Developer (QSD) Interchange Project, San • Qualified SWPPP Bernardino, CA Practitioner (QSP) • City of Ontario/Grove Avenue Interchange and Grove Avenue Widening Hany Peters, PE I EXP • Professional BS in Civil Engineering, 34 • San Sevaine Channel Drainage Hydrology/ Hydraulics/ Engineer (Civil): CA 1983 Graduate, Study, City of Fontana, CA Drainage C46094 Alexandria University • Dam Inundation Studies, San FEMA CFM • Management and Bernardino County, CA Availability 1100% Licensed Leadership Academy Santa Ana River Trail III Hydraulic QSP/QSD Licensed Graduate, 2003 Model, San Bernardino County, CA Dan Cavillo, PLS I CL • Professional Land • B.S Construction 25 • Alabama/ 1-10 Improvements Surveying Surveyor, California, Management, California Project, Redlands, CA Right -of -Way #8294 State Polytechnic • I-15/French Valley Parkway Improvements — Phase II, Project Availability 160% No. PW16-01, Temecula, CA • Traylor Granite, joint Venture, Mount Vernon Viaduct Project, San Bernardino, CA Alahesh Thurairajah, PE I • Diplomate, • MS, Civil Engineering, 14 • City of Coachella, Avenue 50 Earth Mechnics Academy of Geo- University of California, Bridge over Coachella Valley Geotechnical Professionals, ASCE, Los Angeles, 2011 Stormwater Channel, Coachella, 2023 • BS Magna Cum Laude, CA Availability 140% . Geotechnical Civil Engineering, • County of San Bernardino, Rock Engineering, California State Springs Road Bridge over the California, GE 3123, Polytechnic University, Mojave River, County of San 2018 Pomona, 2010 Bernardino, CA • Civil Engineering, • RCTD, Market Street Bridge California, PE 81439, Scour Critical Study and Bridge 2013 Replacement (HBP), Riverside County, CA Travis McGill I ELMT • Certificate, B.S., 2006, Biology, 30 • Avenue 50 Bridge over Coachella Consulting 2012, Wetland University of California Valley Stormwater Channel (CVSC), Biological & jD/Regulatory Delineation, at San Diego Coachella, CA Permitting Wetland Training • Natural Parkland Trails Institute Improvement Project, City of Availability 80% Certificate, 2014, Highland CA Certified California • Troutdale Village Project — City of Rapid Assessment La Qunita CA Method (CRAM) Practitioner, Riverine and Depressional Wetlands • Certificate Botany, 2015, University of California at Riverside, University Extension City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. STATEMENT OF QUALIFICATIONS 14 Bill Maddux I Urban N/A B.S.- Urban and 20 • City of Oceanside Climate Action Crossroads Regional Planning, Plan, City of Oceanside, CA Air Quality California Polytechnic • County of San Diego Greenhouse State University, Gas Inventory, County of San Availability 80% Pomona, 2000 Diego, CA • City of Solana Beach Greenhouse Gas Inventory, City of Solana Beach, CA Norman Eke, CAC Cal/OSHA BA, Liberal Studies, 34 • ISAs for Proposed Widening of On/ Converse Consultants Asbestos Environmental Studies Off Ramps, Bridges and Roads Hazards Phase 1 Consultant No. 96- Emphasis, University • Aerially Deposited Lead 2093, NIOSH 582 of California, Santa Investigations, Lead and Asbestos Availability 80% Equivalent Training, Barbara Surveys, ISAs, and Phase II ESAs 40 -Hour OSHA • Phase I and II ESAs, Site Safety Training, Characterization, Removal Action 8 -Hour OSHA Work Plans, and Remedial Services Supervisor Training, 4 -Hour SQAQMD Rule 1403, Asbestos; Rules 401, 402, 403 Dust & Emissions Kim Rhodes DEA Registered BS, Landscape 37 • South Palm Canyon Drive at Aesthetics Landscape Architecture, 1985, Tahquitz Creek Bridge Aesthetics Architect, California State and Artistic Inspiration, Palm Availability 180% California, (3867) Polytechnic University, Springs, California Pomona • Vista Chino Whitewater Crossing, Palm Springs, California • Temescal Canyon Bridge Replacement, Lake Elsinore, California Mike Hogan, PhD, RPA Registered Professional PhD, Anthropology, 30 Emergency Repair Project, CRM Tech Archaeologist 41781498 University of California, Cathedral Canyon Drive Crossing At Cultural/Palentological Riverside Whitewater River, City of Cathedral • BS, Anthropology, City, Riverside County, CA; Federal Availability 80% University of California, Project No. ER40A0(070) Riverside; with honors Historical/Archaeological Resources Survey and Testing Program, Blieu Affordable Housing Project (APN 770-040-012), City of La Quinta, Riverside County, CA • Magnolia Avenue Widening Project, City of Corona, Riverside County, California; Federal Project No. STPL-5104 (046), City of Corona Project No. 2015-15 City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 % PROJECT ORGANIZATIONAL CHART QUALITY ASSURANCE/ QUALITY CONTROL Syed Raza, PE I EXP Engineering Gabriel Rodriguez, PE I EXP Project Study Report Luis Bentancourt, PE EXP Roadway Christine Brown, PE I EXP Utilities Curtis Bibolet, SR/WA, R/W-AMC I MON Structures Mohammad Muqtadir, PhD, PE EXP Traffic Studies Syed Raza, PE I EXP Portia Gonzalez, PE, QSD/QSP I EXP Structural Design Mohammad Muqtadir, PhD, PE I EXP Hydrology/Hydraulics/ Stormwater/Drainage Portia Gonzalez, PE, QSD/ QSPIEXP Hany Peters, PE I EXP Right -of -Way Dan Cavillo, PLS I CLS Geotechnical Alahesh Thurairajah, PE EMI Environmental Document Julie Gilbert I COM STATEMENT OF QUALIFICATIONS 15 NATER ��STRIG� PRINCIPAL IN CHARGE Khalil Saba, PE I EXP Environmental Compliance Julie Gilbert I COM Biological Travis McGill I ELMT Public Services and Utilities/Community Impact Assessment Julie Gilbert I COM Air Quality Bill Maddux I UC Hazards Phase 1 Norman Eke, CAC I CON Aesthetics Kim Rhodes, PLA I DEA Cultural/Palentological Mike Hogan, PhD, RPA CRM Water Quality/ Floodplain Ryan Luong, PE, QSD/QSP EXP JD/Regulatory Permitting Travis McGill I ELMT ELMT ELMT Consulting LEGEND EXP EXP U.S. Services Inc COM Compass Consulting (DBE) MON Monument (DBE) CLS CL Surveying & Mapping (DBE) EMI Earth Mechanics Cultural/Palentological Mike Hogan, PhD, RPA CRM Water Quality/ Floodplain Ryan Luong, PE, QSD/QSP EXP JD/Regulatory Permitting Travis McGill I ELMT ELMT ELMT Consulting DEA David Evans and Associates CRM CRM Tech CON Converse Consultants (DBE) UC Urban Crossroads City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. CITY OF HESPERIA I PEACH AVENUE IMPROVEMENTS, HESPERIA, CA The City of Hesperia proposes to improve Peach Avenue between Centennial Street and Hinton Street on Peach Avenue where it crosses the Antelope Valley Wash. The project consists of realigning and raising the roadway profile with new asphalt concrete pavement on a double reinforced concrete box (RCB) culvert at the Antelope Valley Wash. It proposed to improve the roadway geometry with these enhancement features: insert enough tangent between reversed curves, flatten profile slope and remove tree/sight distance obstructions, thus improving safety. Timeline: March 2020 - January 2021 REFERENCE Angenious Engineering Services, Inc. Andy Cheah 26000 Towne Centre Dr N Foothill Ranch, CA 92610 t: +1.949.599.5400 e: andy.cheah@angenious-es.com alp'. STATEMENT OF QUALIFICATIONS 16 CALTRANS DISTRICT 8 11-10 ROADWAY REHABILITATION FROM WILEY'S WELL ROAD TO CALIFORNIA/ARIZONA STATE LINE, BLYTHE, CA Interstate 10 is a major interstate freeway. Caltrans District 8 identified the need to rehabilitate the existing pavement due to current and future deficiencies of the existing pavement and extend the service life within the project limits and minimize the maintenance frequency. The existing pavement on 1-10 within the limits of this project is a flexible pavement section with similar shoulder pavement. The AC pavement will be cold planed and overlaid with 1.00 -foot thick jointed Plains Concrete Pavement (JPCP) resulting in a raised profile grade. To maintain existing traffic during construction, a temporary detour with crossovers in the existing median will be constructed. Timeline: November, 2021 - April, 2022 REFERENCE Parsons San Ekrami P.E., PMP Senior Program Director 2201 Dupont Drive, Suite #200 Irvine, CA 92612 t: +1.213.361.6619 e: sam.ekrami@parsons.com CITY OF BEAUMONT I MASTER DRAINAGE PLAN (MDP) LINE 2 STAGE 1, BEAUMONT, CA The Beaumont Master Drainage Plan (MDP) Line 2 Stage 1 is a new major storm drain trunk line for the City of Beaumont between Chestnut Avenue and First Street. The project is to design a storm drain for the 100 -year storm event from a large watershed. The storm drain will have to accommodate several existing and future systems in the Line 2 watershed including a future UPRR grade separation. The project also includes design of a detention basin to attenuate flows prior to discharging to the existing Berkshire channel. The EXP Team is providing the hydrology, hydraulics, geotechnical studies, storm drain design, environmental document, traffic control, utilities, right of way and UPRR and Caltrans coordination. Timeline: February 2021 - Ongoing REFERENCE City of Beaumont Robert L. Vestal, PE, Principal Engineer 550 E. 6th Street Beaumont, CA 92223 t: +1.951.769.8520 e: rvestal@Beaumontca.gov City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. STATEMENT OF QUALIFICATIONS 17 City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 ' ex 1-15/French The Project will construct a two-lane Valley Parkway 41593 Winchester Rd. #120 northbound collector/distributor system CL SURVEYING Improvements — Falcon Engineering, Temecula, CA 92590 along I-15 from the Winchester Road/I-15 & MAPPING Phase 11, Project No. Inc. interchange northerly on -ramps to just t: +1.951 909.750.4357 PWl6-Ol, Temecula, Tuan Rojas e: jrojas�falcon-ca.com north of the I -15/I-215 junction, providing CA connectors to 1-15 and 1-215 in the cities of Murrieta and Temecula. Caltrans District 1727 30th Street, MS -65, CL SURVEYING 8, Various Projects Caltrans District 8 Sacramento, CA 95816 CL Survey is currently on the team & MAPPING -08A3230, Riverside Bahar Bakhtar, t: +1.909.383.4276 performing work on the existing Caltrans and San Bernardino Contract Manager e: bahar.bakhtar@dot. District 8 Survey On -Call. County, CA ca.gov SBCTA in Partnership with the City of San Bernardino, Caltrans District 8 and the Federal Highway Administration Mt. Vernon Viaduct Traylor -Granite, 1324 W. 3rd St. propose to demolish and construct CL SURVEYING Bridge Replacement Joint Venture San Bernardino, CA 92410 a replacement structure for the Mt. & MAPPING — SBCTA, San Atieh Anbary, PE t: +1.562.676.2543 Vernon Ave Bridge. CL Survey has been Bernardino, CA e: aanbaryC)TGJVMV.com contracted by the General Contractor to provide survey support services to assist in the construction of this $230 million construction project. The Compass founder had been the key project manager for an Inland Empire environmental consulting firm managing 1101 California Ave, STE 209 a variety of projects with the City of El COMPASS City of El Monte — CivilSource — an NV5 Corona, CA 92881 Monte. These services include but are not CONSULTING On -Call Services, El Company t: +1.951.377.1566 limited to NEPA and CEQA compliance, ENTERPRISES Monte, CA Luanne Bean, M.S., RE e: luanne.bean@nv5.com impact analysis, documentation, and permitting, Initial Study/Mitigated Negative Declarations (IS/MND), various biological and jurisdictional waters studies and permitting and environmental construction monitoring. Ms. Gilbert has completed numerous Initial Study/Negative Declarations under San Bernardino San Bernardino 1101 California Ave, STE 209 CEQA for various projects and is currently COMPASS County Dept of County Corona, CA 92881 completing a complex road improvement CONSULTING Public Works — On- AJ Gerber, Planner II t: +1.909.520.2292 project in the San Bernardino Mountains ENTERPRISES Call Services, San Environmental e: arnold.gerber@dpw. that involves Caltrans and US Forest Bernardino County, CA Management Division sbcounty.gov Service rights-of-way, NEPA, Section 106, and NEPA-level biological surveys and services. These services include but are not limited 13846 Conference Center to NEPA and CEQA compliance, impact COMPASS Mojave Water Agency Mojave Water Dr. analys is, documentation, and permitting, CONSULTING — On -Call Services, San Agency Apple Valley, CA 92307 Initial Study/Mitigated Negative ENTERPRISES Bernardino County, CA Tony Winkel, P.E., P.G. t: +1.760.946.7037 Declarations (IS/MND), various biological e: twinkel@mojavewater. and jurisdictional waters studies and org permitting and environmental construction monitoring. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 ' ex STATEMENT OF QUALIFICATIONS 18 City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. Converse conducted lead-based paint Compass Consulting 114 Marilla Avenue, #32627, sampling and aerially deposited lead CONVERSE Stanfield Cut -Off, Big Enterprises, Inc. for Avalon, CA 90704 surveys on the referenced site; prepared CONSULTING Bear, CA the County of San t: +1.909.496.5960 workplan in accordance with the current Bernardino e: julie@compass- agreement between Caltrans and the Julie Gilbert consultinginc.com Department of Toxic Substance Control (DTSC) for the ADL Report. 90 E. Thousand Oaks Blvd., Converse Consultants completed a limited OmniTrans Facility Suite #201, Thousand Oaks, Asbestos, Lead Paint and Phase II ESA for CONVERSE Modernization at I Huitt-Zollars for CA 91360 the OmniTrans Facility Modernization CONSULTING Street, San Bernardino, OmniTrans t: +1.310.926.8915 at I Street. Converse identified whether CA Kevin C. Carter e: kcarter@Huitt-Zollars. potential target analytes were present at concentrations greater than a threshold com criteria. Converse's scope for the required environmental documentation included: 431 East Vanderbilt Way, • Preparation of an Initial Site State Route 210 Suite 375, San Bernardino, Assessment in accordance with CONVERSE Waterman Avenue EXP CA 92408 Caltrans District 8 requirements CONSULTING Interchange Project, Syed Raza PE t: +1.909.217.5779 Preparation of Workplans and Health San Bernardino, CA e: syed.razaPexp.com and Safety Plans for field activities • Completion of an Aerially Deposited Lead Survey CRM Tech completed a historical Historic Property archaeological records search and Survey Report: 68700 Avenida Lalo summarized the results, conducted Emergency Repair City of Cathedral Guerrero, Cathedral City, historical background research, CRM TECH Project, Cathedral City CA 92234 accomplished a geoarchaeological Canyon Drive Crossing Josh Nickerson, PE t: +1.760.761.2727 assessment of the Area of Potential Effects At Whitewater River, e: JNickerson@ (APE), completed an archaeological field City of Cathedral City, cathedralcity.gov inspection of the APE, and reported the CA results, conclusions, and recommendations of the research procedures. Update to Historical/ 73710 Fred Waring Drive, CRM Tech obtained a historical Archaeological The Altum Group Suite 219, Palm Desert, CA archaeological records search from the CRM TECH Resources Survey, Lauren Reese, 92260 EIC and summarized the results, reviewed Blieu Affordable Environmental Planner t: +1.760.346.4750 and supplemented the previous historical Cit Housing Project, y e: lauren.reese@ background research, conducted Native g of La Quinta, CA thealtumgroup.com American scoping for the project. Historical Resources Evaluation Report CRM Tech completed a historical and Archaeological 34200 Bob Hoe Drive p , archaeological records search and Survey Report for CA 92270 e Rancho Mirage, summarized the results, onducted CRM TECH the Congestion MSA Consulting, Inc. t: +1.760.320.9811 historical background research, Mitigation and Sand Michelle Witherspoon e: MWitherspoonC� e: With accomplished a geoarchaeological Fence Project, Ramon lrspo c. assessment of the Area of Potential Effects Road and Dinah Shore (APE), completed an archaeological field Drive, City of Rancho inspection of the APE. Mirage City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. STATEMENT OF QUALIFICATIONS 19 ■ REFERENCES I SUBCONSULTANTS City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 PROJECT NAME/LOCATION AGENCY/CONTACT AM CONTd=bRMATI DESCRIPTIO DEA worked with the City of Riverside in 3900 Main St. the preparation of conceptual landscape SR -91 at Adams Street City of Riverside Riverside, CA 92522 plans, cost estimates, a VIA, and structure DEA Interchange, Riverside, Gil Hernandez, Public t: +1.951.826.5575 aesthetics for the PA&ED tasks. The CA Works Director e: ghernandez@riversideca. corridor master plan is a significant guide gov to address both bridge aesthetics and highway landscaping. DEA provided landscape architecture and City of Cathedral 68700 Avenida Lalo master planning services to Cathedral 1-10 at Date Palm Drive City Guerrero, Cathedral City, City to develop aesthetic designs for Interchange Aesthetic John A. Corella, CA 92234 bridge enhancements and interchange DEA Improvements, PE, Director of t: +1.760.770.0327 improvements at the intersection of 1-10 and Date Palm Drive. Working closely with Cathedral City, CA Engineering/Public e: jcorellaC�cathedralcity. the city's staff and arts commission, DEA Works gov developed a design that creates a readily identifiable "gateway" into the city. DEA was part of a collaborative team to 3200 E. Tahquitz Canyon prepare conceptual designs to highlight Vista Chino Low City of Palm Springs Way, Palm Springs, CA bridge aesthetics for the Vista Chino Low DEA Water Crossing Bridge, Joel Montalvo, City 92262 Water Crossing Bridge in Palm Springs. Palm Springs, CA Engineer t: +1.760.322.8339 The project consisted of the design e: joel.montalvoO and construction of a new four -lane palmspringsca.gov bridge over the Whitewater Channel, approximately 2,300 feet long. EMI conducted a complicated site-specific 26000 Towne Centre Dr N field investigation in riverbed, performed EARTH Avenue 50 Bridge AnGenious Foothill Ranch, 92610 lab tests, developed and provided design MECHANICS, over Coachella Valley Engineering Services t: +1.949.599.54000 and construction recommendations INC. Stormwater Channel, Andy Cheah, Project for bridge foundations, approach Coachella, CA Manager coannidy.cheahC�angenious-es. embankments, and pavement structural sections. EMI prepared a Geotechnical Report. EMI conducted a foundation capacity evaluation to investigate the impact of scour as part of the preliminary EARTH Market Street Bridge RCTD 4080 Lemon Street stage. During the PS&E, EMI conducted MECHANICS, Crossing Santa Ana Umer Ahmed, PE, Riverside, CA 92501 complicated site-specific field INC. River (HBP), Riverside Engineering Project t: +1.951.955.1637 investigation. Results obtained from the County, CA Manager e: UAhmed@RIVCO.ORG field investigation and laboratory testing were used to characterize subsurface soils and conditions and create idealized profiles for foundation design. County of San Bernardino The project involved widening the existing Rock Springs Road Sri Srirajan, RCTC, Rock Springs Road from two to four lanes EARTH Bridge over the Senior Capital 825 East Third Street from Glendale Avenue to Deep Creek MECHANICS, Mojave River (HBP), Projects Manager San Bernardino, CA 92415 Road. EMI conducted a geotechnical field INC. San Bernardino (formerly with t: +1.951.336.78835 investigation and provided design and County, CA County of San e: ssrirajan@rctc.org construction recommendations for bridge Bernardino) foundations, retaining wall foundations, and excavations/embankments. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 STATEMENT OF QUALIFICATIONS 110 ■ REFERENCES I SUBCONSULTANTS City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 PROJECT NAME/LOCATION AGENCY /CONTAC TACT INFORMATI� _ DESCRIPTIO San Bernardino Valley Water 1630 W. Redlands Blvd, ELMT conducted key biological surveys ELMT Upper Santa Ana Conservation Redlands, California 92373 and participated in Task Force meetings, River, Redlands, CA District, t: +1.909.793.2503 assisting with strategy development. Daniel Cozad, Land e: dcozad@sbvwcd.org Resources Manager ELMT performed the biological studies for the project which included a general habitat assessment, focused burrowing owl survey, special -status plant suitability assessment, jurisdictional delineation, and regulatory permitting. ELMT Lewis-Hillwood 1156 N Mountain Avenue, biologists helped prepare a relocation Renaissance Specific Rialto Company Upland Ca 91786 plan and provided measures that would ELMT Plan Burrowing Owl Joseph Edwards t: +1.909.985.0971 be implemented for the maintenance, Relocation Plan, Rialto, Vice President Joswismc.com monitoring, and reporting of the relocated CA Regional Planned le c.corwardsC� e burrowing owls to increase chances of Communities survivorship and ensure compliance with CDFW guidelines. Once the plan was approved by CDFW, ELMT assisted the San Diego Zoo in the active relocation of the burrowing owls from the project site to a conservation site within Western Riverside County. ELMT staff prepared the Caltrans Natural Environment Study (NES), jurisdictional Salt Creek Trail — Riverside County 352514th Street, Riverside, delineation, sensitive plant survey, MSHCP ELMT Menifee to Hemet Transportation CA 92501 consistency analysis, Determination of Biologically Equivalent or Superior Menifee and Hemet, Department t: +1.951.955.1646 Preservation (DBESP), Habitat Mitigation CA Frances Segovia e: fsegoviaC�rivco.org Monitoring Plan (HMMP), and all regulatory jurisdictional waters permits for the project. Monument provided oversight of overall project coordination and managed all La Cadena Over Santa City of Colton 160 South 10th Street elements of the right-of-way program. MONUMENT Ana River Bridge Victor Ortiz, PE Colton, CA 92324 Monument also provided utility relocation Improvement Project, CitEnineer y g t: +1.909.370.5065 coordination services and coordinated Colton, CA e: vortiz@coltonca.gov the relocation of electric, cable, gas, and waterline facilities before construction and obtained Caltrans Certification. Riverside County Monument prepared a cost estimate Transportation 4080 Lemon Street and right-of-way data sheets for the Santa Ana River Trail Commission Riverside, CA 92501 SART 2 project using 30% design plans. MONUMENT Project, Phases 1 & 2, Tim Green t: Monument reviewed the utility and right County, CA Sr. Management gre .212.2773en@rctc.org e: tgreen@rctc.org of way impacts and analyzed the potential Analyst damages and loss of business impacts to the Green River Golf Course. San Bernardino Monument is responsible for plan County 1170 W. Third Street, 2nd development, implementation and West Valley Transportation Floor management of this comprehensive right - MONUMENT Connector BRT, San Authority San Bernardino, CA 92410 of -way program. This includes coordination Bernardino, CA Victor Lopez t: +1.909.884.8276 with FTA, SBCTA and the design team, and Chief of Transit & e: vlopez@gosbcta.com management of a full spectrum of right - Rail Programs of -way services. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 ■ REFERENCES I SUBCONSULTANTS ��lPROJECT NAME/LOCATION AGENCY/CONTACT CONTAAWORMATI�,ESCRIPTIO STATEMENT OF QUALIFICATIONS 111 URBAN CROSSROADS 1' 611Ut1d HVe11uC Bridge Widening El Camino Avenue to 1,000 feet east of All American Way, Corona, CA City of Corona Ismael Rivera Associate Engineer 11870 Pierce Street, Suite 265, Riverside, CA 92505 t: + 1. 951.736.2266 C tuna A.go aC� CoronaCA.gov Urban Crossraods was part of an multi - discipline team that developed the design plans and technical reports, for submittal to Caltrans District 8 Local Assistance Team. Urban Crossroads, prepared the Noise Study Report, the Air Quality Study Report, and the Air Quality Conformity Analysis and Checklist. The project is located west of the unincorporated community of Cherry Cherry Valley Valley, which is characterized by large - URBAN Boulevard Interchange TSG Cherry Valley LP 2 Park Plaza, Suite 700 lot residential, agricultural, and animal CROSSROADS Project, Riverside David Graves Irvine, CA 92614 keeping uses, with a commercial core along County, CA t: +1.949.417.1396 Beaumont Avenue, north of Cherry Valley Boulevard. Urban Crossroads, prepared the Noise Memorandum, the Air Quality Memorandum. The project is located west of the unincorporated community of Cherry Potrero Boulevard/ P.O. Box 77850, Corona, CA Valley, which is characterized by large - URBAN State Route 60 Chandler Aggregates, 92877 lot residential, agricultural, and animal CROSSROADS Interchange, Inc., t: +1.951.277.9110 keeping uses, with a commercial core along Beaumont, CA Todd Pendergrass e: tpendergrass@ Beaumont Avenue, north of Cherry Valley wernercorp.net Boulevard. Urban Crossroads, prepared the Noise Memorandum, the Air Quality Memorandum. City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. PROJECT UNDERSTANDING &APPROACH I _ PROJECT UNDERSTANDING INTRODUCTION The project is to design a new bridge at Avenue 50 that will span the La Quinta Evacuation Channel (LQEC). This improvement will replace the low -flow crossing with a new bridge to accommodate a roadway section of four lanes, striped median, bike lanes and sidewalk. The three span bridge will be approximately 200 -foot long and 90 -foot wide. The project also includes raising the roadway approach grades, drainage improvements, concrete side slope protection, large utility relocations, and right-of-way acquisition. We understand there is a proposed multi -family residential development at the northwest corner of the LQEC and Avenue 50 which will require coordination during all phases of the project. New infrastructure from this new development are proposed along Avenue 50. Potential grading would overlap the two projects. The existing roadway cross section is shown in Figure 1. CVWD ENC.R; Rey ENC. PERMIT PERMIT 60' W/ CVWD C/L AVENUE 50 36 36' VAR1A V SHLDR/PED. ML K TH LANE 12' 12' SH EDGE LDR 15'-26' 15'-26' n 1 16'-6' EO WATER X %INNG cGNc. J� LOW WATER �l I BBOT. CHANNEL BDT. CHANNEL EXISTING TYPICAL SECTION AT LOW WATER CROSSING -AVENUE 50 FIGURE 11 EXISTING LOW WATER CROSSING AT AVENUE 50 EXISTING FACILITY The existing roadway is currently one lane in the westbound direction and two lanes in the eastbound direction. The channel crossing is paved with concrete, as shown in Figure 2. The roadway to the east and west of the project is already at the ultimate section for 2-12' lanes, bike/cart path, sidewalk and landscape median. PROJECT NEED The new bridge would allow vehicles to pass safely during low and high storm events. Crossing a flooded road can be dangerous to motorists and pedestrians. The new bridge will allow City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 ;A`11A 0 11 emergency vehicles to access hospitals and other critical facilities. The following are some of the many advantages of the future Avenue 50 bridge: • Mobility and Safety I It will create a continuous, uninterrupted, and secure active transportation network along Avenue 50. It will also link adjacent neighborhoods and golf course. • Accessibility to Commercial and Social Centers I It will provide the community with access to important destinations such as transit stations, schools, parks, employment centers, and shopping districts. • Aesthetics I By including artistic elements, the Avenue 50 bridges can enhance user experience Design and aesthetic elements can be created by local community, strengthening community identity of La Quinta. • Health I The new bridge will provide a safe and continuous sidewalk and bike path, which include increased physical activity, and active commuting. _r4� i�w~ FIGURE 2 EXISTING LOEC CROSSING AT AVENUE 50 The project also includes a new storm drain system to convey flows from the Washington St/Avenue 50 intersection to alleviate historical flooding in this area. '� exp . APPROACH EXP'SAPPROACH HIGHLIGHTS • An approach that supports the Final Environmental Document within a 12 -month schedule with the flexibility to adapt to potential acceleration of the environmental development phase and Final Design. • A communication and coordination plan to facilitate collaboration between the City of La Quinta, Caltrans, CVWD and third -party stakeholders. QUALITY PROJECT UNDERSTANDING & APPROACH 113 • Innovative design solutions to accommodate mobility, complete streets elements, and flood protection • Risk-based preliminary engineering focused on providing the City of La Quinta with a defined project footprint along with realistic costs and schedule. • Clearly communicate design features and expectations to engage stakeholder and get community support and acceptance. EXP has established an internal Quality Management System (QMS) and continually maintains and improves its effectiveness in accordance with the requirements of the International Organization for Standardization (ISO) 9001. Our Project Manager will be responsible for developing and maintaining a Quality Management Plan (QMP). She will use EXP's QMS as a basis to prepare a QMP, specific for this project. The QMP will contain procedures to address all of federal, state and city's requirements. The following chart (Figure 3) depicts the proven and successful quality assurance/quality control (QA/QC) review process that will be followed: FIGURE 31 OA/QC REVIEW PROCESS RISK MANAGEMENT PERFORM QA 4 SUBMIT DELIVERABLE REVIEW TO CITY OF LA QUINTA EXP will prepare a robust Risk Management Plan (RMP) for the project to assist the project team to identify, analyze, and manage risks. We are aware of the great importance that FHWA, Caltrans and the City places on the risk management practices. Our Project Manager, Portia Gonzalez, implemented the practice of Risk Management at Caltrans during her career. She has extensive experience in this area and has provided leadership in the preparation/implementation of RMPs for many transportation projects, large and small. TASK BASED SCHEDULE We have developed a task based schedule for the project and is presented in Section 5. Task base schedules allows heavy workloads to run independently so other tasks can keep moving forward. The overall 24 -month schedule for Phase 1, 2, and 3 and 16 -month schedule for Phase 4 Construction are shown below. We are committed to adhere to this schedule so the City of La Quinta can provide this vital bridge to the community by April 2027. FIGURE 41 WORK PLAN September 2024 August 2025 January LU15 - September 2025 January zuzb - April 2027 City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. PERFORM PERFORM FIELD INTERDISCIPLINARY REVIEW REVIEW PRODUCEPERFORM CONDUCT OVER THE DISCIPLINE MAYBE PERFORMED PERFORM VISUAL �: PROJECT SHOULDER REVIEW QA CONCURRENTLY CHECK DELIVERABLE CHECK PERFORM CONDUCT PEER ; ; CONSTRUCTABILITY REVIEWS &AUDITS REVIEW RISK MANAGEMENT PERFORM QA 4 SUBMIT DELIVERABLE REVIEW TO CITY OF LA QUINTA EXP will prepare a robust Risk Management Plan (RMP) for the project to assist the project team to identify, analyze, and manage risks. We are aware of the great importance that FHWA, Caltrans and the City places on the risk management practices. Our Project Manager, Portia Gonzalez, implemented the practice of Risk Management at Caltrans during her career. She has extensive experience in this area and has provided leadership in the preparation/implementation of RMPs for many transportation projects, large and small. TASK BASED SCHEDULE We have developed a task based schedule for the project and is presented in Section 5. Task base schedules allows heavy workloads to run independently so other tasks can keep moving forward. The overall 24 -month schedule for Phase 1, 2, and 3 and 16 -month schedule for Phase 4 Construction are shown below. We are committed to adhere to this schedule so the City of La Quinta can provide this vital bridge to the community by April 2027. FIGURE 41 WORK PLAN September 2024 August 2025 January LU15 - September 2025 January zuzb - April 2027 City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. FEDERAL FUNDING ASSISTANCE I TASK LEAD: SYED RAZA, PE As indicated in the RFP, the construction phase of the project is anticipated to be programmed using federal funds. The EXP team has extensive Caltrans' experience of processing federal funds for on and off -system projects. It is uniquely qualified to provide this service to the City. EXP will assist the City in preparing the Request for Authorization (RFA) of federal funds for the construction phase in a timely manner. The RFA package will be prepared using the most current forms and will include all the required supporting documentation. It will be processed through the Office of Local Assistance at Caltrans District 8. EXP's in-depth understanding and vast knowledge of the process will enable it to submit a complete and accurate package for the City with the goal to ensure that the federal funds are obligated before the deadline. The EXP team has a clear understanding of how the Caltrans Local Assistance process works, the organizational structure, and who the Caltrans key decision makers are. Caltrans District 8 has recently re -organized the Local Assistance office to streamline the review and approval process for federally funded local projects. Almost all reviews are now conducted within the Local Assistance Office, especially environmental reviews, resulting in quicker turnaround and approvals. PROJECT STUDY REPORT I TASK LEAD: LUIS BETANCOURT A PSR equivalent report will be prepared in Phase 1 for Project Approval and Environmental Document (PA&ED). The report will evaluate all the elements required to obtain project approval and environmental approval. The environmental document will meet the requirements of both the California Quality Act (CEQA) and the National Environmental Protection Act (NEPA). Technical studies required by Caltrans will be addressed as well as permit requirements. A Preliminary Environmental Checklist (PES) will be prepared for the project in accordance with the Caltrans Local Assistance Guidance to determine the proper environmental document and supporting technical studies. The PSR equivalent report will include the following as shown in the Caltrans PSR guidelines. • Project Purpose and Need • Cost and Schedule • Right of Way Requirements • Utility Conflicts • Base Maps • Design Alternatives • Geotechnical and Hydraulic Studies • Traffic Operational Analysis • External Agency Coordination • Project Reviews and Approvals The approval report will include a discussion of the main City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 PROJECT UNDERSTANDING & APPROACH 114 transportation issue and how the project will solve the identified problem or need. One of the first items of work will be to conduct research on existing reports, studies, mapping, as-builts, traffic operations, geotechnical reports, hydraulic records, right of way needs, utility conflicts and notification. Our goal will be to ensure that project submittals are accurate and complete to obtain comments and approval within the required timeline. The report will include all the mandatory reviews by Caltrans as required by the latest Highway Bridge Program guidelines. EXP has extensive knowledge and experience preparing project approval reports for city and county projects following Caltrans guidelines. ENVIRONMENTAL I TASK LEAD: JULIE GILBERT The environmental and permitting components for any project often has the longest lead times and are typically where projects get "bogged down" in analysis to resolve an impact. As such, the EXP Team approaches all of its projects with the principal that strong project management, follow-through, and early and often consultation between all project parties is the key to successful project execution. We will prepare the Project Description in enough detail to prepare the Caltrans Preliminary Environmental Study (PES). For the PES, all aspects of the project must be described, including project location and limits, proposed facilities, and required right of way acquisition. The description must include a discussion of the main transportation problem or problems that point to the need for the project and describe how the project will solve the identified problem or need (that is, is the project necessary in order to correct existing roadway deficiencies, such as substandard geometry or lane width). Specifically, how the project would correct these deficiencies. The description must also include the logical termini of the project. Also required is as much pertinent information on engineering drawings and maps as possible, which would include excavation, borrow areas and right-of-way to be acquired. The PES will be prepared in accordance with Caltrans guidelines. The PES is a screening tool that identifies what the potential impacts and studies would be required for the Project to proceed. Based on the answers to the questions in the PES, we would prepare the following technical studies. All of these studies would be prepared in accordance with the Caltrans/FHWA requirements, and processed for approval through Caltrans. 'exp. TABLE 11 TECHNICAL STUDIES Study Name Reports Air Quality Air Quality Conformity Analysis Traffic Study (AQCA) and Air Quality Report (AQR) Biology Natural Environment Study - Minimal Water Quality Resources Impacts (NES -MI) Cultural Resources Area of Potential Effect Map; Visual Resources Historic Property Survey Report; Archaeological Survey, and Historic Resource Evaluation Reports Noise Technical Memorandum Hazardous Waste Initial Site Assessment, Phase I Environmental Site Assessment with Aerially Deposited Lead (ADL) and Lead Based Paint (LBP) sampling included. Land Use and Community Technical Memorandum Impacts Traffic Study Traffic Memorandum Noise Noise Study Report Water Quality Resources Technical Memorandum Floodplain Location Hydraulic Study Visual Resources Minor Visual Impact Assessment AIR QUALITY The Project would be processed pursuant to 23 USC 327 NEPA Assignment. For this section Caltrans will document the air quality conformity analysis and submit it to FHWA who will make the formal conformity determination. The air quality conformity analysis and request for air quality conformity determination must be submitted by the Department to FHWA. The FHWA conformity determination must be received before NEPA can be completed. FHWA's June 21, 2007 letter anc "Transportation Conformity and NEPA Assumption Questions and Answers" describe FHWA's expectations for the 23 USC 327 project -level air quality conformity determination process. The FHWA determination shall be included in the environmental document. BIOLOGICAL ASSESSMENTS Because this project has the potential to impact biological resources, a Natural Environment Study - Minimal Impacts (NES - MI) is required. The NES -MI describes the existing biological environment and how the project alternatives affect that environment. The NES -MI is prepared for all projects and serves as the technical basis for statements made in the environmental document, concerning plants, animals, and natural communities occurring in the biological study area. The NES -MI summarizes technical documents such as focused species studies, wetland assessments, and biological assessments related to effects on biological resources in the Biological Study Area (BSA) for use in the environmental document. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 PROJECT UNDERSTANDING & APPROACH 115 JURISDICTIONAL DELINEATION AND WETLANDS DELINEATION ASSESSMENT Because the Project spans La Quinta Evacuation Channel, a Jurisdictional Delineation and Wetlands Delineation Assessment are required for subsequent permitting we will prepare these documents. These reports, prepared in the federal format, also meet the CEQA Initial Study requirements for determining significance. No additional work is anticipated to be required. CULTURAL RESOURCES STUDY- FEDERAL AND STATE COMPLIANT For this task, the following reports are required by Caltrans to comply with Section 106 and Caltrans guidelines on the identification of historical and archaeological resources for the undertaking: • Historic Property Survey Report (HPSR) • Archaeological Survey Report (ASR) • Historic Resource Evaluation Reports (HRER) NOISE STUDY- FEDERAL AND STATE COMPLIANT This report would be prepared in accordance with procedures specified by FHWA in Title 23, Section 772 of the Code of Federal Regulations (CFR) (23 CFR 772) and the Caltrans Traffic Noise Analysis Protocol (Protocol). The NSR can also be used for the CEQA Initial Study. Noise Abatement Decision Report Traffic noise impacts are unlikely at areas of frequent human use, as defined by FHWA/Caltrans, and noise abatement may not be required. However, this is provided in the event noise abatement is required. If a Noise Abatement Decision Report is not required, this task will not be billed. HAZARDOUS WASTE INITIAL SITE ASSESSMENT AND PHASE 1 ENVIRONMENTAL SITE ASSESSMENT The Initial Site Assessment (ISA) Checklist is a guide for district screening and assessment of projects for potential hazardous waste involvement. The ISA Checklist contains risk indicators that could be used to determine the level of effort required to complete the initial site assessment. Generally, a project that requires new right-of-way, excavation, structure modification or demolition, or utility relocation will have a greater potential for hazardous waste involvement than a project that does not include these features. An urban location would generally present more of a risk than a rural location. Because the bridge will be removed and replaced, and the Project area is highly traveled, Caltrans will also require surveys for aerial -deposited lead (ADL) asbestos and lead based paint (LBP). We will provide the ISA and a Phase I Environmental Site Assessment with the required sampling. The final report would be prepared consistent with ASTM International (ASTM) Phase I Environmental Site Assessment 'exp. Process (Standard: E1527-21) and Caltrans ISA guidelines. These reports also meet the CEQA Initial Study requirements for determining significance. No additional work is anticipated to be required. Because the Project requires the removal of existing pavement and striping, Caltrans will require that Asbestos & Lead -base Paint (LBP) Survey and an Aerially Deposited Lead (ADL) Sampling be preformed. This will be prepared as part of the Initial Site Assessment. COMMUNITY IMPACT ASSESSMENT - PUBLIC OUTREACH AND TECHNICAL MEMORANDUM A Community Impact Assessment Scoping Checklist will be prepared on the Caltrans form. Based on the current information, we believes that only a Technical Memorandum would be required. PREPARE CALTRANS CATEGORICAL EXCLUSION/ENVIRONMENTAL COMMITMENTS Once all of the technical studies have been completed and approved by Caltrans, We will prepare the Categorical Exclusion on the appropriate Caltrans forms and will prepare the Environmental Commitments form which represents the mitigation measures. PREPARE CEQA INITIAL STUDY -MITIGATED NEGATIVE DECLARATION It is recommended that Caltrans has first approved the PES before the CEQA Initial Study is prepared. This is recommended because: l) both are publicly available documents and it is important that the analysis in both documents are consistent; and 2) Caltrans approval of the PES is a key milestone for Caltrans to authorize funding. Project Description — CEQA Level Development This task would review the Project Description created for the PES and build upon it to include construction and any operational features that would need to be assessed by the CEQA Guidelines that were not identified in the PES. The following studies will be prepared as the Caltrans/FHWA forms do not incorporate these CEQA resource areas: Greenhouse Gas Emissions Inventory I This study would be prepared to address the Project's compliance with the City and County's Greenhouse Gas/Climate Change plans because the CEQA Initial Study requires a greenhouse gas study, but the FHWA conformity does not address greenhouse gas emissions. Energy Analysis I This study analyzes the energy usage during Project construction. It is required because the CEQA Initial Study requires an Energy analysis, but the FHWA conformity does not address energy resources. Paleontological Screening I A Paleontological screening will be conducted to determine the potential for paleontological resources, as required for the Initial Study analysis. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 PROJECT UNDERSTANDING & APPROACH 116 Screencheck Administrative Draft I Upon approval of the Project Description by the Client, our team will prepare an Administrative Draft CEQA IS/MND for the Project, using the Caltrans template with mitigation and supporting documentation as required. The Administrative Draft includes a draft and one set of revisions for Caltrans and Client review prior to sending for review by the City. Overall, the Caltrans template will include the following criteria, as required by CEQA: • Aesthetics • Land Use /Planning • Agriculture and Forestry • Mineral Resources • Air Quality • Noise • Biological Resources • Population and Housing • Cultural Resources • Public Services • Energy • Recreation • Geology and Soils • Traffic and Circulation • Greenhouse Gases • Tribal Cultural Resources • Hazards and Hazardous • Utilities Materials. Wildfire • Hydrology and Water Mandatory Findings of Quality Significance Screencheck Draft and Mitigation Monitoring and Reporting Program (MMRP)/MND I Once the City and Caltrans have approved the Administrative Draft CEQA IS/MND, our team will prepare a Screencheck Draft to City staff review and comment. Comments will be incorporated into a second version of the Screencheck Draft. The Screencheck Draft will include a Draft Mitigation Monitoring and Reporting Program along with a draft Mitigated Negative Declaration. Notices and Circulation for Public Review Upon approval of the CEQA IS/MND for public review, we will finalize the document and prepare notices for the City to conduct a 20- or 30 -day public review, depending on its direction. Notices include the Notice of Completion and Notice of Intent/Notice of Availability. The City will notify the general public by preparation of and posting of a legal notice in the local newspaper. Final CEQA IS/MND Upon completion of the public review period, Compass will review any public comments received on the document and discuss any substantive changes that should be made to the project or the CEQA IS/MND as a result of the comments received. Compass will make any revisions to the IS/MND as determined necessary and prepare a Final CEQA IS/MND and Final MMRP. Compass will prepare the Notice of Determination (NOD) to be filed with the County Clerk of the Board and State Clearinghouse. The final document is what the City would take the Planning Commission and/or City Council for approval. exp. PREPARATION OF JURISDICTIONAL WATERS AND STATE PERMITS US Army Corps Approved JD At this time, based on the current regulations and jurisdictional findings for similar washes in the area, we believe that the Army Corps will not have jurisdiction for permitting aurhotirty. Prior to the Regional Water Quality Control Board (RWQCB) issuing its permit, however, the RWQCB will require that the US Army Corps of Engineers provide an Approved Jurisdictional Determination (AJD). Compass will prepare the AJD for the Corps review and issuance of the AJD. Regional Water Quality Control Board Waste Discharge Requirements Assuming the Project does not fall under the Clean Water Act for Corps Certification jurisdiction, the Project would fall under the State's Porter -Cologne Act, which requires the Regional Water Quality Control Board to issue Waste Discharge Requirements. Compass would prepare the forms to obtain Waste Discharge Requirements (WDRs) from the Colorado River Regional Water Quality Control Board. This includes one pre -application meeting, preparation of the Waste Discharge Requirements application, and processing to achieve the Waste Discharge Requirements agreement. Department of Fish and Wildlife Streambed Alteration Agreement The LaQuinta Evacuation Channel is a State water. As such, we would prepare a Streambed Alteration Agreement application and process it through the California Department of Fish and Wildlife (CDFW). This task includes negotiation of mitigation with CDFW and obtaining the permit. LOCATION HYDRAULIC STUDY & FLOODPLAIN EVALUATION REPORT A Location Hydraulic Study and Floodplain Evaluation Report will be prepared in accordance with the requirements of Executive Order 11988 and CEQA guidelines. The EXP Team will utilize the Floodplain Encroachment Evaluation Guidelines, by reviewing the most recent Federal Emergency Management Agency (FEMA) Federal Insurance Rate maps and Focused Area Drainage Study in identifying the limits of the base (100 - year) floodplain and regulatory floodway. Coordination with the Coachella Valley Water District. This report shall include hydraulic modeling of pre- and post -project hydraulic conditions for construction within the flood plain and any proposed flood control improvements needed to mitigate water surface increase that may result from the proposed improvements. To assist in the evaluation of impacts of the Floodplain, Caltrans requires a Location Hydraulic study to be completed, which summarizes the results from hydraulic modeling. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 PROJECT UNDERSTANDING & APPROACH 117 TRAFFIC STUDY I TASK LEAD: SYED RAZA, PE EXISTING TRAFFIC DATA COLLECTION FIGURE 5 1 LA QUINTA EVACUATION CHANNEL ZONE A (FEMA FIRM 06065C2241H) One of the first orders of work after receiving the Notice To Proceed (NTP), will be to obtain new traffic counts for the project to establish the existing baseline conditions. The turning movement counts will be collected in early fall of 2023 when schools have reopened to provide a more representative data set for use in the traffic analysis. Vehicle classification data will also be collected to determine the breakdown of passenger cars, buses/RVs, trucks (by axles) in the traffic stream. This data will be needed for other technical studies including air, noise and for traffic index calculations. A Memorandum outlining the data collection methodology will be prepared and submitted to the City for approval. Forecasted Volumes Report The current version of the Southern California Association of Governments (SCAG) Regional Transportation Plan (RTP) travel demand model (TDM) will be utilized to perform travel demand forecasts for the existing, opening and horizon years. The land use data will be further refined at the local level to reflect any new development in and around the Euclid corridor. This will include a review and update of the socio- economic data to reflect the most recent available projections. Model development will also entail an update to roadway improvements expected by 2030 and 2050, based on a review of the SCAG' 2016 Long Range Transportation Plan (LRTP) and associated Amendments. Existing Year Model Runs A review of the existing year model volumes along Avenue 50 corridor will be performed to assess the reasonableness of modeled volumes compared to the existing counts. Any required localized network enhancements will be coded in the model. Potential issues requiring additional localized highway network enhancements or changes that might require additional post- processing will be identified. Future No Build Model Runs Future year traffic forecasts would be required for both the opening year (2030) and design year (2050). The closest exp. SCAG RTP model year available will be run and extrapolated/ interpolated as needed to represent the project analyses years. The Future No Build model network will be reviewed to identify any future local projects that may not have been included in the RTP but need to be added or removed from the current highway network. Future with Project Model Runs The project alternatives will be coded into the model networks and any additional link segments that needs to be extracted for post -processing will be identified. The model will be run and raw model volumes extracted for all pertinent locations including intersections and roadway segments. The appropriate TDM model year assignment data will then be adjusted to provide year 2030 and year 2050 future forecasts. Future forecast volumes will be converted to passenger car equivalents for use in the operational analysis. Traffic Impact Analysis Report A Traffic Impact Analysis (TIA) Report will be prepared documenting the results of traffic analysis performed for existing (2023), Opening Year (2030) and Design Year (2050) conditions for No Build and Build Alternatives using existing and proposed geometrics. The traffic analysis will also consider any other planned improvements on the corridor so that an overall operational benefit of all projects can be evaluated. EXP will use traffic simulation software Synchro for intersections and Highway Capacity Software (HCS) for roadway segments as both are widely accepted tools in assessing the operational benefits of the proposed improvements. Vehicle Miles Traveled (VMT) Analysis EXP will perform a CEQA compliant VMT Analysis per the requirements of SB 743 as recommended by the Governor's Office of Planning and Research. It will also comply with the thresholds set by the City of La Quinta. Traffic model runs using SCAG data will be prepared, to determine the potential project impacts. Analysis shall include no build and build alternatives for the opening and horizon year scenarios. In case of any VMT increases, potential mitigation measures to reduce the VMT to an acceptable level will be identified, evaluated and recommended. PROJECT UNDERSTANDING & APPROACH 118 VIA I TASK LEAD: KIM RHODES, PLA DEA Landscape Architects will prepare a minor VIA in accordance with the Caltrans 'Minor Level VIA' template which identifies the following information: Purpose of the Study, Project Description, Location and Setting, Visual Resource Change (such as vividness, intactness, etc.), Viewers / Viewer Response (following 5 levels of characterization), Visual Impact (summary / corridor map comparing visual change with build and no build alternatives), Avoidance and Minimization Measures (if appropriate), and concluding remarks. PS&E I TASK LEAD: GABRIEL RODRIGUEZ, PE Gabriel Rodriguez will assist Portia with tracking project progress, resolve issues, and ensure all Engineering deliverables are complete and submitted on-time. He will act as a liaison between the engineering teams, ensuring that everyone is on the same page with regard to the project, timelines, and other important details. ROADWAY I TASK LEAD: CHRISTINE BROWN, PE The proposed roadway would maintain the existing centerline alignment as shown on Figure 6 below. Widening would occur mainly in the westbound direction to accommodate the additional lane, bike lanes, and sidewalk. The EXP Team developed two profile alternatives as shown on Figure 8 and 9. The main difference are the sag points east and west of the bridge. The second alternative proposes a high point at the center of the bridge which would eliminate the lows point or sags on the road. The advantage of removing the low points is to prevent flood inundation from the LQEC should it overtop it's banks. The low points may also affect adjacent developments if catchbasins plug up. Dedicated left turn and right turn lanes are proposed at Washington St. Existing curb ramps and curb and gutter will be shifted to accommodate the roadway widening. The City of La Quinta standard plans will be used for the roadway design and our team will ensure all aspects of design meet current ADA guidelines. _P. OJ IVT>=+.�.V.J TI,k CRAWNEL FIGURE 6 1 PROPOSED ROADWAY City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 exp. PROJECT UNDERSTANDING & APPROACH 119 BRIDGE/STRUCTURES I TASK LEAD: MOHAMMAD MUOTADIR, PE The proposed bridge is a 200 -foot -long CIP/PS Concrete Slab Bridge. It consists of four lanes, with three -spans (65', 70', and 65') and a curb -to -curb width of 76 feet to match existing roadway. It also includes 6 feet wide sidewalks along both sides. 6' WALK DECORATIVE BRIDGE RAIL (TYR) C/L AVENUE 50 38, 38, 8' 12' 12' 12'1 12' 12' 8' BIKE/ MEDIAN BIKE/ CART CART 2.07 2.0% PROPOSED TYPICAL SECTION BRIDGE - AVENUE 50 @ LQEC STRUCTURE ALTERNATIVES 6' WALK CONC BARRIER TYPE 26(VDD) TYP FIGURE 7 1 PROPOSED TYPICAL SECTION BRIDGE RUCTURE DEP 1. Cast -in-place RC Box 46" Higher Cost, Higher Roadway Profile, Longer Construction Period, Larger Foundations, Higher Retaining Walls, Potential Additional Right of Way requirement 2. Cast-in-place/Pre-stressed RC 33.5' Higher Cost, Higher Roadway Profile, Longer Construction Box or Precast/Pre-stressed I Period, Larger Foundations, Higher Retaining Walls, Potential Girders Additional Right of Way requirement 3. (Preferred) Cast-in-place/pre-stressed 25" Cost Efficient, Lower Roadway Profile Concrete Slab PREFERRED ALTERNATIVE FIGURE 8 1 RC BOX OR I GIRDER ALTERNATIVES/ NO ROADWAY SAG The preferred alternative as shown in Figure 9, the CIP/PS slab bridge, provides several advantages such as ease of construction and minimal impact on the roadway profile. The required free board of 1' can be accommodated without raising the profile further. This will result in cost saving during roadway construction. Pile foundations for abutments and bents along with slope protection will help alleviate the scour problems in the channel. Avenue 50 bridge will be designed as three span CIP/PS Slab Bridge using LRFD Bridge Design Specifications, 2017 and CA Amendments of 2019. Caltrans Seismic Design criteria version 2.0 will be used to perform seismic design. --------------- --- -- ------ ...............'............... FIGURE 9 1 RC BOX OR I GIRDER ALTERNATIVES/WITH ROADWAY SAGS City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 e xp BRIDGE AESTHETICS I TASK LEAD: KIM RHODES The EXP Team and their landscape architects will conduct appropriate research and coordinate with the design team to formulate detailed sketches. These details will be considered design development details capable of indicating size, layout, design intent, color, texture and treatment of materials. Sketches will be prepared in color and will be suitable for presentation to the City staff, Arts Commission (if applicable) and City Council for review and approval of the selected bridge aesthetic elements. The City of La Quinta may choose to implement their standard treatment as shown in Figure 10; however this scope of services includes the exploration of various options if desired. FIGURE 10 1 WASHINGTON AVENUE BRIDGE OVER LQEC A draft report will be developed and will include some or all of the following components: • Project description and supporting mapping, photos and graphics • A prologue indicating the vision of the City, influential projects that benefit the design process, and internal project teams that will provide input and guidance • Project intention (brief inventory, analysis, idea generation, and process) • Design ideology • Project goals and objectives • Graphic options HYDROLOGY AND HYDRAULICS AND DRAINAGE DESIGN I TASK LEAD PORTIA GONZALEZ, PE South of Avenue 50, the La Quinta Evacuation Channel is an irregular shape channel that traverses golf courses as shown on Figure 11. The channel is approximately 3.5 miles long from its inlet at Oleander Reservoir to it's confluence at the Coachella Valley Stormwater channel. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 PROJECT UNDERSTANDING & APPROACH 120 F,_ -._- .. , LQEC LOOKING SOUTHWEST FROM AVENUE 50 North of Avenue 50, the channel is an earthen channel with the following dimensions. The bottom width is 50' - 200' wide and the side slope of 3.5:1. According to the La Quinta Stormwater Project the channel at Avenue 50 has a capacity of approximately 7,600 cfs. Flows are governed by the releases at the Oleander Reservoir which can detain the 200 -year storm. The Standard Project Flood can occur simultaneously with the 100 -year storm, therefore, the LQEC is designed to convey the SPF along with the Oleander Reservoir. Below is the rating curve at Avenue 50 which show the top of channel versus channel flows: LR OUINTA STORMWATER PROJECT — CVSC BACKWATER EFFECT—EVRC. CHANNEL RATING AT RVE.SO •�r------------------� � � FLOW ,O(CFS) eaaa � FIGURE 12 1 LQEC: RATING CURVE AT AVENUE 50 EXP WILL PERFORM A DETAILED HYDRAULIC STUDY FOR VARIOUS FLOWS USING THE RATING CURVE TO ENSURE THE PROPOSED BRIDGE SOFFIT HAS A MINIMUM 1' FREEBOARD. exp The City proposes to construct a new Storm Drain line that connects flows from the Washington St./Avenue 50 intersection to the LQEC. This intersection has experienced severe flooding without relief. This project will include a new storm drain connection to the LQEC. We will use the CVWD Guideline K-4 Storm Drain Outlets (Laterals) Design Guidance. Note that the LQEC SPF water surface elevations exceeds the highest point of the intersection. We are proposing to install a flap gate the storm drain outlet at the LQEC to prevent back water impacts to the intersection. We will work closely with the Coachella Valley Water District to obtain the necessary encroachment permits for the channel modifications. The encroachment permit package will include all the required hydrology and hydraulics studies, drainage report, channel and bridge plans, and other proposed improvements that will impact the channel flood control conveyance. It is our goal to ensure the project is consistent with the City's CVWD's master drainage plans and minimize impacts to the LQEV and Coachella Valley Stormwater Channel. Our drainage report will provide a comparison of the pre- and post -construction water surface elevation and velocities. BRIDGE SCOUR COUNTERMEASURES Selection of robust and appropriate scour protection measures are critical for the long-term performance and durability of these bridges post -construction. Scour affects the seismic response of a bridge significantly and, as such, should be a factor in the selection of scour countermeasures. There are several ways to deal with the scour potential at bridges should the channel under the bridge is earthen. In many cases, Caltrans requirements specify that the top of the pile cap footing is placed below the depth of estimated contraction and long-term scour and that the bottom of footing is placed below the depth of estimated contraction, long term, and local scour. These scour calculations can easily be completed using the FHWA Hydraulic Toolbox program, which utilizes the equations and methods outlined in the Federal Highway Administration's HEC -18 manual. For pier walls, it is assumed that longitudinally, scour depth will decrease from the maximum estimated scour depth at the pier face until reaching the contraction scour design depth. Once the scour depths have been calculated, the following countermeasures will be applied depending on the scour severity: 1. Provide engineered riprap (non -grouted or partially grouted) to depths below scour elevation at abutments and/or piers. This riprap would be designed in accordance with Caltrans current design preferences and installed per current Caltrans Standard Specifications. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 PROJECT UNDERSTANDING & APPROACH 121 2. Provide bank protection with rock slope protection designed with the size, depth and gradation to match Caltrans Standard Specifications and in accordance with sizing procedures outlined in FHWA's HEC -11 and HEC -23 Manuals. Incorporate training dikes to redirect the energy of the flow to be contained in a channel, preferably in a one- dimensional flow regime under the bridge. Incorporation of drop or grade control structures that reduce the design slope of the channel under the bridge resulting in energy dissipation and velocity reduction to reduce erosion along the channel bed. These strategies would be implemented if analysis shows that the bridge stability is adversely and unacceptably impacted by the scour event. The stabilizing effect of the bridge widening on both channel and structural configurations would also be considered. STORMWATER I TASK LEAD RYAN LUONG, PE In general, transportation project are exempt from MS4 Permit to implement permanent treatment BMPs and Water Quality Management Plans. However, the project is still required to comply with the Construction General Permit and implement construction BMPs, SWPPP, monitoring, and reporting. UTILITIES I TASK LEAD CURTIS BIBOLET Adjustment/relocation of the IID TSP transmission lines shown on Figure 13that cross Avenue 50 will be in height clearance conflict with the bridge. The lines crossing Ave 50 are electrical transmission, distribution lines and communication lines. The RFP states that IID has greater rights than the City, meaning the City would have to pay for any relocations that occur. So, moving forward with the lessor amount of cost associated with relocations will save/benefit the City. FIGURE 131 IID TRANSMISSION LINES If the clearance requirements are met, is to underground the distribution and communication lines and leave the transmission lines where they are, if possible. We 'exp. PROJECT UNDERSTANDING & APPROACH 122 would have to review the language in the IID easement to see if they have underground rights to do so. If there is no underground language in the easement document, those rights will have to be acquired through right of way. • If the transmission line height requirements are not met, underground all line crossings. That includes, electrical transmission/distribution lines and the communication lines. Easement language would have to be reviewed. If no underground rights are mentioned in the easement, those rights will have to be acquired through right of way. • Another option is to relocate/raise the TSP's to taller poles. The TSP's are long lead items that takes approx. a year to obtain and $look to $300k per pole. No right of way would need to be acquired. Six utility owners have been identified by DigAlert as possibly having facilities present in the project area and will have to be addressed: • City of La Quinta • Coachella Valley Water District • Frontier RIGHT OF WAY COORDINATION I TASK LEAD CURTIS BIBOLET • Imperial Irrigation District— Distribution & Transmission • Southern California Gas — Distribution • Spectrum Based on our review of the County's land records, the existing roadway is immediately adjacent to the neighboring privately and publicly owned properties. This includes the six (6) property ownerships shown on the page below consisting of nine (9) Assessor's Parcel Numbers. Our Team will meet with relevant parties regarding proposed Project to identify acquisition issues, and/or to discuss project status, procedural issues, budget, and schedules. We will prepare and implement an effective Acquisition Management Plan to ensure the Project is delivered in the most efficient and effective manner and in compliance with all applicable laws, regulations and procedures. Participate in in-person Project coordination meetings with the City and design team to communicate project updates, coordinate right-of-way issues and make recommendations to the City on policy development, risk mitigation and general project consultation. Prepare and deliver written progress status reports for acquisition cases. 1 646-070-016 Troutdale Village Partial Acquisition & TCE 2 770-040-012 00217 La Quinta Partial Acquisition & TCE UHC 3 770-070-015 & Desert Fairways TCE 016 HOA 4 646-070-005, CVCWD Aerial Easement & TCE 770-040-004 & 770-040-001 5 646-070-001 Desert Sands Slope Easement Unified School District 6 770-070-017 Parlog Family Trust TCE City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 The subject property is unimproved and the proposed acquisition will have minimal impact to the remainder property. The subject property is unimproved and the proposed acquisition will have minimal impact to the remainder property. The proposed acquisition is within the landscaped area owned and maintained by the homeowner's association. This acquisition could be complicated if the HOA regulations required approval by the majority of the HOA membership of the proposed TCE. It is assumed the project will expand the roadway over the flood control channel. As such, it is anticipated an aerial easement will be necessary to facilitate the design and construction of the project. The subject property is improved with a public school. The proposed slope easement will not impose an impact to the school's facilities. The proposed TCE is required to construct a new sound barrier wall adjacent to the subject property. The sound barrier wall is necessary to mitigate the increase of noise level that will result once the roadway is elevated. 'exp. PROJECT UNDERSTANDING & APPROACH 123 GEOTECHNICAL I TASK LEAD ALAHESH THURAIRAJAH, PE A Preliminary Foundation Report (PFR) will be prepared to provide preliminary geotechnical information in the Type Selection process. This PFR will be prepared using the available subsurface data and the format will be in accordance with the current Caltrans Guidelines. EMI will subsequently prepare a Foundation Report to provide all the geotechnical design and construction recommendations for the project. The Foundation Report will include recommendations for bridge, slopes, and pavement structural sections. EMI will address any comments resulting from the City review and prepare a final Foundation Report. Caltrans is enforcing the AASHTO recommendations of a soil boring at each bridge support locations where substructure width is less than 100 feet; minimum of two borings are required per location where substructure width is greater than 100 feet. Data obtained from some boreholes will be used for multiple design elements. Based on this information, EMI's geotechnical field investigations plan is presented in Table 1. A pavement core will be obtained at each end of the project to determine the existing pavement sections. In addition, EMI will obtain a representative surficial soil specimen for scour study. Specimen will be collected using a shovel at a depth of about 1 to 2 feet below the channel bottom to perform the Sieve analysis. FIGURE 14 I LOEC ALONG GOLF COURSE LOOKING DOWNSTREAM City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 ` ex SCOPE OF WORK A •i 1 MINTER6 F_SIATF_$ SCOPE OF WORK WORK PLAN TO COMPLETE THE SCOPE OF WORK 01. The EXP team will focus on implementing the City's plan to deliver the Avenue 50 bridge project, as quickly and as efficiently as possible. At EXP our mission is to understand, innovate, partner and deliver—simple yet powerful actions that explain the fundamental approach we take with every client and project. Accordingly, we strongly believe in the ability of our EXP team and in its leadership to prepare and implement a plan that will satisfactorily deliver the project. Based on the work that we have done, and based on available documents and information that we have reviewed over the past month, we will perform and substantially complete the following tasks in 6 -months following Notice to Proceed: AVENUE 50 EARLYTASK UV VI\YII\I\IL TV1111 IIY IV UY11\I I\ UVI\JLI\JVJ 0 N THE TSP TRANSMISSION LINES ADJUSTMENT// ori nrnrinu © TRAFFIC STUDY G1 BIOLOGICAL STUDIES ='J PHASE 1- ENVIRONMENTAL STUDIES AND PRELIMINARY ENGINEERING The EXP Team will meet with the City of La Quinta and Caltrans to identify the appropriate technical studies, methodology, and environmental analysis to ensure that a well-written project description is prepared which will serve as the basis for each of the technical studies' analysis. All studies will follow the requirements of the Caltrans Standard Environmental Reference (SER). The exhibit on the following page is the EXP Team's work plan to complete the scope of work for Phase 1. City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. SCOPE OF WORK 125 CV11°'T 1: PHASE 1 TASKS AS Ni ---`` CLS DEA I--■ 1 ATTEND KICK-OFF MEETING 0 0 0 0 0 • 2 ATTEND PDT MEETINGS 0 0• 3 PREPARE & CIRCULATE DRAFT MINUTES • 4 REVISE & RECIRCULATE FINAL MINUTES • 5 PREPARE PROGRESS REPORTS • 6 REVIEW SUBCONSULTANTS REPORTS/INVOICES • 7 PREPARE INVOICES • 8 PREPARE PROJECT SCHEDULE • 9 UPDATE PROJECT SCHEDULE • 10 MAINTAIN PROJECT FILES • 11 COORDINATE PROJECT SUBMITTALS WITH CALTRANS 0• 12 PREPARE AND PROCESS REQUEST FOR AUTHORIZATION RFA PACKAGE • 13 PREPARE ALL THE NECESSARY FORMS REQUIRED BY THE OFFICE OF LOCAL ASSISTANCE 14 PREPARE RIGHT OF ENTRY NOTICES 0• 15 DATA COLLECTION & REVIEW OF EXISTING PROJECT INFORMATION 0• 16 FIELD REVIEWS 0• 17 DESIGN SURVEYS/DIGITAL TOPOGRAPHIC MAPPING • 18 UPDATE PROJECT DESCRIPTION/PURPOSE & NEED STATEMENT 0 • 19 TRAFFIC COUNTS • 20 TRAFFIC FORECAST VOLUMES REPORT • 21 TRAFFIC STUDY 22 HORIZONTAL ALIGNMENT FOR PROJECT ALTERNATIVES • 23 VERTICAL ALIGNMENT • 24 CROSS SECTIONS • 25 REFINE GEOMETRICS • 26 UTILITY COORDINATION FIELD VISITS 0 • 27 PREPARE UTILITY NOTICES 0 • 28 MEETINGS/COORDINATION WITH UTILITY OWNERS 0 • 29 UPDATE UTILITY LOCATIONS 0 • 30 PREPARE PRELIMINARY UTILITY CONFLICT MAPS • 31 PREPARE PRELIMINARY UTILITY RELOCATION CONCEPTS 0 • 32 PREPARE PRELIMINARY GEOTECHNICAL DESIGN REPORT (PGOR) • 33 PREPARE STRUCTURES PRELIMINARY GEOTECHNICAL DESIGN REPORT • (SPGR) 34 PREPARE STRUCTURES ADVANCE PLANNING STUDIES • 35 PREPARE BRIDGE HYDRAULICS STUDY • 36 STREET LIGHTING LAYOUT • 37 PREPARE DRAINAGE REPORT • 38 DRAINAGE CONCEPTUAL PLANS • 39 RIGHT OF WAY REQUIREMENTS 0• 40 PRELIMINARY SIGNING AND STRIPING PLANS • City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 ` ex TASK NAME '----- 41 CONSTRUCTION STAGING/TRAFFIC HANDLING 42 COST ESTIMATES FOR PROJECT ALTERNATIVES 43 PRELIMINARY DRAFT PROJECT STUDY REPORT 44 FINAL DRAFT PROJECT REPORT 45 ISSUANCE OF ENVIRONMENTAL NOTICES • 46 VISUAL IMPACT ASSESSMENT (VIA) • 47 BRIDGE AESTHETICS ALTERNATIVES 48 NOISE STUDY 49 AIR QUALITY STUDY 50 WATER QUALITY MEMO 51 LOCATION HYDRAULIC & FLOODPLAIN STUDY REPORT 52 PALED IDENTIFICATION PALED EVALUATION REPORT (PIR/PER) 53 HAZARDOUS WASTE ISA 54 AERIALLY DEPOSITED LEAD SURVEY MEMO (ADL MEMO) 55 ASBESTOS & LEAD-BASED PAINT SAMPLING MEMO (ASBESTOS MEMO) 56 NATURAL ENVIRONMENT STUDY REPORT (NES) 57 JURISDICTIONAL DELINEATION REPORT (JD) • 58 APE MAP • 59 HISTORIC PROPERTY SURVEY REPORT (HPSR) 60 BIOLOGICAL RESOURCES AND WETLANDS • 61 LOCATION HYDRAULIC STUDY, FLOODPLAIN EVALUATION REPORT • 62 GEOLOGY/SOILS/SEISMICITY • 63 TRAFFIC/CIRCULATION ANALYSIS 64 LAND USE ANALYSIS 65 ENERGYANALYSIS 66 HOUSING AND BUSINESSES/COMMUNITY IMPACTS/PUBLIC SERVICES 67 UTILITIES EVALUATION 68 SECTION 4(F) RESOURCES 69 GROWTH INDUCEMENT AND CUMULATIVE IMPACTS 70 SCREEN CHECK DRAFT ENVIRONMENTAL DOCUMENT 71 PUBLIC OUTREACH 72 DRAFT ENVIRONMENTAL DOCUMENT 73 FINAL ENVIRONMENTAL DOCUMENT 74 AIR QUALITY CONFORMITY ANALYSIS 75 CIRCULATION AND PUBLIC HEARING 76 PREPARE RESPONSE TO COMMENTS 77 FINAL ENVIRONMENTAL DOCUMENT 78 NOTICE OF DETERMINATION & NOTICE OF AVAILABILITY 79 MITIGATION, MONITORING, AND REPORTING PLAN • City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 SCOPE OF WORK 126 p * • Gx 111}1�/.'/�■l. 4 1 SCOPE OF WORK 127 PHASE 2 - PREPARATION OF PLANS, SPECIFICATGION AND ENGINEER'S COST ESTIMATE Shortly after the City notifies the EXP Team to move forward with Final Design, we will quickly mobilize our engineering team to begin this Phase. Below are detailed tasks to complete the PS&E packages as well as right of way acquiistion and construction support. 65% PS&E PACKAGE • Review topographic maps, geological Information, right of way maps, utility maps to prepare project base maps • Request for supplemental topographic ground survey and mapping as necessary • Finalize Drainage Report including Hydraulics Study and Scour Analysis • Prepare Structural Plans (Bridge and Retaining Walls) • Identify right of way needs for the project (temporary and permanent easements) • Complete utility potholing • Prepare draft utility base maps, conflict maps and conflict matrix • Prepare draft utility relocation plans • Prepare draft Technical Specifications • Prepare engineers estimate • Prepare 6S% Plans consisting of the following: PHASE 3 - RIGHT OF WAY ACQUISITION — Title sheet — Roadway plans, profiles, and typical sections — Channel profile and cross- section — Roadway drainage and storm drain laterals — Channel transition plans — Structures plans and details — Stage construction and Traffic Control Plans — Signing, striping and pavement markings — Delineate TCEs and Right of Way needs on plans PLANS WILL BE PREPARE USING A HORIZONTAL SCALE OF 1"=20' IN AUTOCAD FORMAT. 95% PS&E PACKAGE THE 95% PS&E PACKAGE WILL ADDRESS CITY, CALTRANS, AND OTHER STAKEHOLDERS COMMENTS FROM THE 65% PHASE AND WILL ALSO INCLUDE THE FOLLOWING: • Submit CVWD Encroachment Permit Package • Obtain USACE 404 and 401 Permits and CDFW Streambed Alteration Agreements • Utility Relocation Plans from IID 100% PS&E PACKAGE THE 100% PS&E PACKAGE WILL ADDRESS CITY, CALTRANS, AND OTHER STAKEHOLDERS COMMENTS FROM THE 95% PHASE AND WILL ALSO INCLUDE THE FOLLOWING: • Close acquisition of all properties required for the project • Execute any Utility Agreements needed for the project • Obtain all environmental permits from resource agencies • Provide City with complete package to add General Specifications to be ready for advertisement The appraisal will be prepared for each affected properties. We will prepare the Notice of Decision to Appraiser letter for each property, advising the property owner of the proposed project, introducing the appraiser, enclosing an Acquisition Brochure describing the City's acquisition process, and contract information to answer questions and concerns. Afford the property owner or the owner's designated representative the opportunity to accompany the appraiser on the inspection of the property. Perform an inspection of the subject property. The inspection should be appropriate for the appraisal problem, and the Scope of Work should address: • The extent of the inspection and description of the neighborhood and proposed project area, • The extent of the subject property inspection, including interior and exterior areas, • The level of detail of the description of the physical characteristics of the property being appraised (and, in the case of a partial acquisition, the remaining property). The EXP Team will prepare an appraisal report to provide an appropriate analysis identifying the market-based highest and best use. The report will include the appraiser's analysis, opinions, and conclusions. Acquisition and Negotiation • Our Team will provide right-of-way delivery services required for the City to purchase right-of-way required to construct the Project City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 ex P. SCOPE OF WORK 128 • Provide the Acquisition and Negotiations Services to acquire the property interests required for the Project in a timely, efficient manner and at a reasonable cost • Prepare acquisition offer packages • Prepare and submit a Letter of Recommendation to the City for any proposed administrative settlements with property owners. The letter will include a chronology of the negotiation efforts, provide supporting evidence and documentation and an explanation of the benefits and rationale behind the recommendation. • Escrow Coordination • Eminent Domain Support – If requested • Prepare all applicable forms, secure property owner's approval and signature and submit the forms to the City for review and acceptance. • Plats and Legal Description - We estimated total of six (6) legal descriptions and exhibits for right-of-way acquisition and temporary construction easements. The documents will be prepared and stamped by a Professional Land Surveyor. PHASE 4 - CONSTRUCTION SUPPORT EXP's services continue throughout the bid phase where we can summarize and validate the bids for the projects. Once bids are received, EXP will perform a bid analysis with the use of a Bid Summary spreadsheet to assess the most responsive bidder and determine the lowest bidder. We will also assist the City of La Quinta in the preparation of the contract award package and agenda items for City Council meetings. We will also support the City in preparing for the Pre -Construction meeting. During construction we will provide services that may include roadway inspection, structures inspection, answering RFI's, submittal revies, grade verification with the 4 -scale, shop plan reviews, drafting change orders, claims support, scheduling and review pay estimates. Our team is committed to closing out most projects within 2 months. This includes as -built drawings, providing all documents for the City's archiving. All documents will be provided both in a hard -copy format as well as electronic copies in an external hard drive for the City's usage. PROPOSED PROJECT SCHEDULE EXP has developed a 24 -month project schedule to complete Phase 1 and 12 months with Phase 2. We have identified some engineering and environmental issues, however, the EXP Team will work diligently to mitigate these issues with the City and stakeholders in order to allow us to complete the Project Study Report and Environmental Document in an expedited manner. The critical -path item will be the IID Transmission Lines Relocations/Adjustments and obtaining the CVWD Encroachment Permit. FIGURE 15 1 EXP PROVIDED CONSTRUCTION SUPPORT FOR THE NEW ANTELOPE VALLEY WASH CROSSING AT PEACH AVE. City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 e xp PROJECT SCHEDULE f i W"uk.6.y PROJECT SCHEDULE CITY OF LA QUINTA AVENUE 50 BRIDGE ID Task Name Duration Start Finish Predecessors Au Se Oct Nov Dec Jan Feb Mar Ma lun Jul Au Se Oct Nov Dec Ian Feb Mar Ma Jun Jul Au Se Oct Nov Dec Jan Feb Mar A., Ma lun Jul Au Se Oct Nov Dec Ian Feb Mar A., M Jun Jul 0 Avenue 50 Bridge 962 days Mon 23 Sep 25 Tue 27 Jun 01 1 8 Notice to Proceed 1 day Man 23 Sep 25 Mon 23 Sep 25 2 TASK 1- PROJECT MANAGEMENT AND 11 days Tue 23 Sep 26 Tue 23 Ott 10 11 COORDINATION Kick Off Meeting 1 day Tue 23 Sep 26 Tue 23 Sep 26 1 3 4 8 Reseacrh and Review 10 days Wed 23 Sep 27 Tue 23 Oct 10 3 5 TASK 2- ENVIRONMENTAL STUDIES AND 357 days Mon 23 Sep 25 Tue 25 Feb 04 PRELIMINARY ENGINEERING 6 8 Base Map for Environmental Studies 5 days Wed 23 Dec 06 Tue 23 Dec 12 4,37 Issuance of Environmental Notices and 20 days Wed 23 Dec 13 Tue 24 Jan 09 6 ] Public Information Meeting Notices 8 Public Information Meeting 5 days Wed 24 Jan 10 Tue 24 Jan 16 7 9 Preliminary Baseline Traffic Analysis 120 days Wed 24 Jan 17 Tue24 Jul 02 8 10 Existing Condition Analysis 15 days Wed 24 Jan 17 Tue 24 Feb 06 4 11 Traffic Volume Report 45 days Wed 24 Feb 07 Tue 24 Apr 09 30 12 Traffic Impact/Circulation Study 60 days Wed 24 Apr 10 Tue 24 Jul 02 11 Water Quality Assessment Memo 30 days Wed 23 Dec 27 Tue 24 Feb 06 4,36 13 14 Location Hydraulic Study 60 days Wed 23 Dec 27 Tue 24 Mar 19 36 15 Noise Study Report 120 days Wed 24 Apr 10 Tue 24 Sep 24 12FS-60 days 16 Air Quality Report/Air Quality Conformity 20 days Wed 24 May 22 Tue 24 Jun 18 12F5-30 days 17 Paleontological/Identification/Evaluation 20 days Wed 23 Dec 13 Tue 24 Jan 09 6 Amm Report 18 APE Map/Records Search 20 days Wed 23 Nov 22 Tue 23 Dec 19 43 19 Historical Property Survey Report 45 days Wed 23 Dec 20 Tue 24 Feb 20 18 Initial Site Assessment 60 days Wed 23 Dec 13 Tue 24 Mar 05 6 20 21 Aerially Deposited Lead Survey and 60 days Wed 23 Dec 13 Tue 24 Mar 05 6 Asbestos Survey 22 Jurisdictional Delineation Report 40 days Wed 24 Mar 06 Tue 24 Apr 30 27 23 Natural Environment Study 60 days Wed 23 Dec 13 Tue 24 Mar 05 6 24 Visual Impact Assessment and Bridge 60 days Mon 23 Sep 25 Fri 23 Dec 15 Aesthetic 25 Environmental Permitting 200 days Wed 24 May 01 Tue 25 Feb 04 22 26 Technical Studies Approval 105 days Wed 23 Oct 11 Tue 24 Mar 05 27 Structures Advance Planning Studies 60 days Wed 23 Dec 13 Tue 24 Mar 05 28 28 Structures Preliminary Geotech Reports 45 days Wed 23 Oct 11 Tue 23 Dec 12 4 29 Environmental Document 135 days Wed 24 Mar 06 Tue 24 Sep 10 30 Draft Environmental Document 60 days Wed 24 Mar 06 Tue 24 May 28 22FF,26 31 Finalize Environmental Document and 45 days Wed 24 Jul 10 Tue 24 Sep 10 30FS+30 days Circulate 32 TASK 3- ENGINEERING DEVELOPMENT 486 days Tue 23 Sep 26 Tue 25 Aug 05 33 Data Collection and Field Review 66 days Tue 23 Sep 26 Tue 23 Dec 26 34 Review As-Builts and Existing Reports 30 days Tue 23 Sep 26 Mon 23 Nov 061 35 8 Field Review 5 days Wed 23 Sep 27 Tue 23 Oct 03 3 36 Hydrology and Hydraulics 30 days Wed 23 Nov 15 Tue 23 Dec 26 38FS-15 days Mapping 45d Wed 23 Oct 04 Tue 23 Dec 05 37 38 Survey and Topo 45 days Wed 23 Oct 04 Tue 23 Dec 05 4F5-5 days 39 Geometric Development 54 days Wed 23 Nov 08 Mon 24 Jan 22 Evaluations 24 days Wed 23 Nov 08 Mon 23 Dec 11 38FS-20 days 40Alternatives 41 Prepare Roadway Alternative and 30 days Tue 23 Dec 12 Mon 24 Jan 22 40 Select Preferred Alternative Right of Way and Utility Identification 395 days Wed 23 Oct 11 Tue 25 Apr 15 42 43 Right of Way and Utility Plan 30 days Wed 23 Oct 11 Tue 23 Nov 21 4 44 Finalize and Approved Right of Way and 30 days Wed 25 Mar OS Tue 25 Apr 15 60FF Utility ID Plan 45 Concept Drainage Plans and Report 65 days Wed 23 Oct 11 Tue 24 Jan 09 46 Develop Concept Drainage Plan and 30 days Wed 23 Oct 11 Tue 23 Nov 21 4 Hydrology/Hydraulics 47 Final Drainage Studies 30 days Wed 23 Nov 29 Tue 24 Jan 09 46FS+5 days 48 Geotechnical Design Report 80 days Wed 23 Dec 13 Tue 24 Apr 02 Draft Geotechnical Design Report 30 days Wed 23 Dec 13 Tue 24 Jan 23 28 49 50 Finalize Approved Geotechnical Design 30 days Wed 24 Feb 21 Tue 24 Apr 02 49FS+20 days Report Permitting 30 days Wed 25 Mar 19 Tue 25 Apr 29 51 52 Obtain Environmental Permitting 30 days Wed 25 Mar 19 Tue 25 Apr 29 6OFF+10 days (USAGE and CDFW) Preliminary Design (65%) 90 days Wed 24 Sep 11 Tue 25 Jan 14 53 54 Roadway Plans 75 days Wed24 Sep 11 Tue 24 Dec 24 31 55 8 Preliminary Channel and Storm Drain 45 days Wed 24 Oct 23 Tue 24 Dec 24 54FF Plans 56 8 Traffic Control Plans 5 days Wed 24 Dec 18 Tue 24 Dec 24 55FS-10 days,54F Structural Details 15days Wed 24 Dec 04 Tue 24 Dec 24 54FF Specifications and Engineer's Estimate 10 days Wed 24 Dec 11 Tue 24 Dec 24 54FF 57 58 59 8 City and CVWD Review 15 days Wed 24 Dec 25 Tue 25 Jan 14 56 60 Pre -Final Design (95%) 60 days Wed 25 Jan 22 Tue 25 Apr IS 61 8 Pre -Final Plans 45 days Wed 25 Jan 22 Tue 25 Mar 25 59FS+5 days 62 8 Technical Specifications and Estimates 5 days Wed 25 Mar 19 Tue 25 Mar 25 61F5-5 days 63 City & CVWD Review 15 days Wed 25 Mar 26 Tue 25 Apr 15 61,62 64 Final Design (100%) 75 days Wed 25 Apr 23 Tue 25 Aug 05 65 Final Plans 60 days Wed 25 Apr 23 Tue 25 JuI 15 63F5+5 days 66 Technical Specifications and Estimates 5days Wed 25 Jul 16 Tue 25 Ju122 65 67 8 City &CVWD Approval 10 days Wed 25 Jul 23 Tue 25 Aug 05 66 68 TASK 4- Right of Way Acquisition 180 days Wed 25 Jan 15 Tue 25 Sep 23 69 Acquisition and Negotiations 180 days Wed 25 Jan 15 Tue 25 Sep 23 59 70 TASKS - Construction Support Services 365 days Wed 26 Jan 07 Tue 27 Jun 01 ]1 Respond to RFI 325 days Wed 26 Jan 07 Tue 27 Apr 06 67F5+110 days ]2 Record Drawing 10 days Wed 27 May 19 Tue 27 Jun OS 71FS+30 days City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 PROJECT SCHEDULE 129 •a p��ex P. DBE COMMITMENT 1 �t 6 i -, 'W As INV p •i e p. DBE COMMITMENT I xiii ATTACHMENT 5B Local Assistance Procedures Manual Exhibit 10-01 Consultant Proposal DBE Commitment 1. Local Agency: 3. Project Description 4. Project Location: 5. Consultant's Name EXHIBIT 10-01 CONSULTANT PROPOSAL DBE COMMITMENT City of La Quinta Avenue 50 Bridge Project Avenue 50, La Quinta EXP U.S. Services, Inc 2. Contract DBE Goal: 21% 6. Prime Certified DBE: 7. Description of Work, Service, or Materials 8. DBE Certification 9. DBE Contact Information o 10. DBE /° Supplied Number Land Surveying 38284 Lam Le, President 3 P: 909-484-4200, E: Lam@CL-Survey.com Geotechnical & Earthquake Engineering 6956 Earth Mechanics, Inc., 765 North Main St, #136, 8 Corona, CA 92880, Phone: 951-333-3648 Real Estate and Right -of -Way Services CUCP 46456 Amber Costello, President I t: +1.562.260.0507 1 10 e: acostello@monumentrow.com Environmental Documentation, Permitting 50477 Julie Gilbert, President, Compass Consulting 3 Enterprises, Inc. (909) 496-5960 Local Agency to Complete this Section 17. Local Agency Contract Number: 2019-02 11. TOTAL CLAIMED DBE PARTICIPATION 24 18. Federal -Aid Project Number: BR-NBIL(547) Consultant's Ranking after Evaluation: IMPORTANT: Identify all DBE firms being claimed for credit, Local Agency certifies that all DBE certifications are valid and information on regardless of tier. Written confirmation of each listed DBE is this form is complete and accurate. required. ���J.�-- 8/23/2023 21. Local Agency Representative's Signature 22. Date 12. Prep rer's Signature 13. Date Khalil Saba 909.228.2821 23. Local Agency Representative's Name 24. Phone 14. Preparer's Name 15. Phone Vice President 25. Local Agency Representative's Title 16. Preparers Title DISTRIBUTION: Original — Included with consultant's proposal to local agency. ADA Notice: For individuals with sensory disabilities, this document is available in alternate formats. For information call (916) 654-6410 or TDD (916) 654- 3880 or write Records and Forms Management, 1120 N Street, MS -89, Sacramento, CA 95814. LPP 18-01 City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 Page 1 of 2 January 2019 *k ex P r• Ad APPENDIX NON -COLLUSION AFFIDAVIT Khalil Saba, PE NON -COLLUSION AFFIDAVIT FORM Must be executed by proposer and submitted with the proposal (name) hereby declare as follows: C W ra ATTACHMENT 4 I am Principal in Charge, Vice President of EXP U.S. Services Inc (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: Khalil Saba, PE Principal in Charge, Vice President EXP U.S. Services Inc 451 East Vanderbilt Way, Suite 375, San Bernardino, CA 92408 City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex APPENDIX B INSURANCE ACKNOWLEDGEMENT ' exp AI IFORKJA ATTACHMENT 3 INSURANCE REQUIREMENTS ACKNOWLEDGEMENT Must be executed by proposer and submitted with the proposal 1, Khalil Saba, PE EXP U.S. Services Inc (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 Principal in Charge, Vice President of EXP U.S. Services Inc (Title) (Company) *While the Contracting Party agrees to insurance compliance, there are specific insurance provisions within the Sample Agreement that we have taken exceptions to, and needs further review from City of LaQuinta. City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex 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 *While the Contracting Party agrees to insurance compliance, there are specific insurance provisions within the Sample Agreement that we have taken exceptions to, and needs further review from City of LaQuinta. City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex APPENDIX C RESUMES Khalil Saba, PE Principal In Charge Khalil Saba brings more than 44 years of experience in civil engineering and program/project management. He has held multiple assignments in the U.S., Canada and the Middle East. He spent 13 years with Caltrans, serving in numerous roles, including deputy district director for program management, overseeing the delivery of all phases of Caltrans District 8 highway projects—from planning and environmental work, through to final design and construction. Khalil has been working in the private sector since 2005 and has a proven record of leading operations and establishing sustainable growth. His success has been the direct result of establishing relationships with clients built on mutual trust, understanding and respect. Professional Registrations Professional Engineer (Civil) #C51144 (CA) Education + Training • BS, Civil Engineering, American University of Beirut, 1978 Project Experience Caltrans District 8 Capital Program - San Bernardino & Riverside Counties, CA As Deputy District Director for Program/Project Management, Khalil was responsible for delivering the District's capital program, including $1.5B+ of transportation improvement projects in Riverside and San Bernardino Counties. He assembled and supervised a well-functioning team of 18 project managers, supervisors, and their staff of nearly 50 professionals. He delivered projects through ongoing coordination and consensus building with local cities, regional transportation planning agencies, FHWA, stakeholders, and other state and federal regulatory agencies. City of Chino, Pine Avenue Extension to State Route 71, Chino, CA Principal -In -Charge. The project consists of widening SR -71 northbound and southbound off ramps to increase the ramps capacities, install a traffic signal at the SR -71 northbound off ramp to Pine Avenue and restripe the overcrossing between the SR -71 northbound and southbound off ramps in the cities of Chino and Chino Hills in San Bernardino County. The EXP team is responsible for the Engineering Studies and Right of Way/Utilities, Project Management and complete PS&E package. *Caltrans District 8 Capital Program, San Bernardino & Riverside Counties, CA Khalil served as Deputy District Director for Program/Project Management and was ultimately responsible for the delivery of the District's capital program, which included over $1.5B of transportation improvement projects in Riverside and San Bernardino Counties. He directly supervised a team of 18 project managers and supervisors and their staff of approximately 50 professionals. He was able to assemble well-functioning project development teams that delivered projects and got things done through ongoing coordination and consensus building with local cities, regional transportation planning agencies, FHWA, stakeholders, and other state and federal regulatory agencies. *Riverside County Transportation Commission (RCTC), SR 91/SR 71 Interchange Improvement, Corona, CA Project Manager responsible for the day-to-day management and the ultimate delivery of the project on schedule and within budget. Also responsible for coordination with the RCTC staff, the California Department of City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 'exp. Khalil Saba, PE — continued Principal In Charge (Caltrans), Army Corps of Engineers, State Parks, County of Riverside, and the Cities of Corona and Riverside. The project involves preparing a project report and environmental document for improving the SR 91/SR 71 interchange in the city of Corona. The build alternative includes a fly -over direct connector for eastbound SR 91 to northbound SR 71. The scope of services also includes developing one build alternative; conducting an initial site assessment; and preparing preliminary engineering plans and technical and engineering studies and reports, right-of-way data sheets, surveys and mapping, and construction cost estimates. City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex Portia Gonzalez, PE, QSD/QSP Project Manager & Hydrology/Hydraulics/Stormwater Data Report/Drainage Portia Gonzalez brings more than 32 years of experience. She has served as project manager for various transportation projects in California, Arizona and Nevada. Her expertise includes project management, drainage design, hydrologic and hydraulic modeling, storm water management, 2D modeling, river modeling, floodplain delineation studies, storm drain master planning, detention basin design, bridge scour, roadway drainage and design, water resource planning, sediment transport and water distribution. She brings working knowledge of software such as AES, WSPG, HEC -HMS, HEC - 6, HEC -RAS, Flow -Master, Storm CAD, CulvertMaster, InRoads Storm and ArcGIS. Professional Registrations • Professional Engineer (Civil): AZ, CA • Qualified SWPPP Developer (QSD) • Construction General Permit Qualified SWPPP Practitioner (QSP) Project Experience Peach Avenue Improvement, Hesperia, CA The City of Hesperia proposes to realign Peach Avenue between Centennial Street and Hinton Street on Peach Avenue where it crosses the Antelope Valley Wash. Peach Avenue is currently an all-weather crossing. The project consists of realigning and raising the roadway profile over the Antelope Valley Wash with reinforced concrete boxes (RCBs) culvert, with new asphalt concrete pavement. Portia was responsible for the hydraulic alternatives analysis and design of new 2 —10x'8' RCB. Design include channel realignment, grading and structural details for the RCBs to accommodate the new roadway. *SBCTA 1-10 Express Lanes Project, Montclair to Redlands, CA The 1-10 Express Lanes proposed to construct two express lanes in each direction from the Los Angeles County Line in Montclair to Ford Street in Redlands, 33 -miles, along with additional auxiliary lanes at selected locations. The proposed project will widen the existing roadway and undercrossings, replace six overcrossings, widen 50 bridges, realign on -/off -ramps, auxiliary lanes, and improve the drainage system. The project crosses three freeway -to -freeway interchanges (1-15, 1-215, and 1-210), 30 local interchanges, and more than 50 bridges that need to be considered in the PAED phase. Portia was the Deputy Project Manager during the PAED phase. The scope included preliminary engineering for the HOV and Express Lanes alternatives, access/egress planning, traffic forecasts; preparation of the drainage studies, HOV report, the Project Report, geometric design, fact sheets, and environmental technical studies. City of Ontario, San Antonio Storm Drain, Ontario and Chino, CA Education + Training Project Manager. The San Antonio Storm Drain is part of the City's high priority • MS, Water Resources, California State project that will convey flows from a tributary area of approximately 2,500 acres. University -Long Beach, 2010 The project is approximately 2 miles in length with 3 major storm drain laterals. • BS, Civil Engineering, California State The proposed system ranges from 60" upstream at Philips St. to a 9'x7.5' RCB Polytechnic University, Pomona, CA, downstream that will discharge to the Sultana -Cypress Channel. Portia is responsible 1991 for the delivery of the PS&E including environmental documentation, geotechnical report, hydrology study, hydraulic study, storm drain plans, traffic control plans, utility coordination, and SBCFCD Encroachment Permit. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 -exp. Portia Gonzalez, PE, QSD/QSP — continued Project Manager & Hydrology/Hydraulics/Stormwater Data Report/Drainage City of Beaumont, Master Drainage Plan (MDP) Line 2 Stage 1, Beaumont, CA The Beaumont Master Drainage Plan (MDP) Line 2 Stage 1 is a new major storm drain trunk line for the City of Beaumont between Chestnut Avenue and First Street. The project is to design a storm drain for the 100 -year storm event from a large watershed. The storm drain will have to accommodate several existing and future systems in the Line 2 watershed including a future UPRR grade separation. The project also includes design of a detention basin to attenuate flows prior to discharging to the existing Berkshire channel. The EXP Team is providing the hydrology, hydraulics, geotechnical studies, storm drain design, environmental document, traffic control, utilities, right of way and UPRR and Caltrans coordination. Portia is serving as Project Manager. City of Chino, Master Drainage Plan (MDP), Chino, CA The City of Chino Master Plan of Drainage (MPD) was developed in 1993 to recommend the most viable and cost-effective storm drain facilities to relieve the existing deficiencies and meet future needs. The project scope includes: install a storm drain along Monte Vista Avenue and Philadelphia Street, connecting the proposed storm drain to the existing double - reinforced concrete box in the Chino storm drain, installing new catchbasins to capture surface flow, and also installing lateral connections to the new storm drain. Portia serves as the Project Manager. City of Temecula, Diaz Road Improvements, Temecula, CA, USA The project proposes to improve Diaz Road to a major arterial road between Cherry Street and Rancho California Road. Design elements includes roadway widening and extension, raised median, landscaping, curb and gutter, sidewalk and trail realignment, drainage facilities, and treatment BMPs. Portia is responsible for the drainage analysis to comply with the City's and Riverside County Flood Control District design criteria, WQMP and PS&E. City of Temecula, Santa Gertrudis Creek, Phase II, Margarita Under Crossing, Temecula, CA, USA Portia serves as the drainage lead and the project goal is to construct an under crossing for pedestrian/bicycle use at Margarita Road. The 1000' multi -use trail along Santa Gertrudis Creek crosses Margarita Road atgrade under the existing bridge. The under crossing will provide continuous, safe passage under Margarita Road connecting schools and residential areas. *High Desert Corridor, Palmdale to Apple Valley, CA, USA Drainage Manager responsible for the Preliminary Hydrology and Hydraulics Report to support the evaluation of a 63 -mile long transportation facility. The project evaluated several alignment alternatives, including a tollway, rail transit, bikeway and green energy facilities. Drainage analyses include hydrology study of the Antelope Valley and Mojave River watersheds within Los Angeles County and San Bernardino County. The project area is located in an alluvial fan with several major rivers and streams that traverse the proposed corridor. Hydraulic analyses include over 100 culvert crossings and numerous infiltration basins to address hydromodification and water quality. City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. Syed Raza, PE Quality Assurance/Quality Control Syed has over 41 years of executive, management and technical experience in the areas of transportation/traffic engineering and program/project management. During his career, he has led many multi -functional teams and successfully delivered high-profile, state of the art complex transportation projects. Syed was responsible for the delivery of all capital projects at Caltrans District 8 and oversaw the delivery of over 300 in-house and locally funded capital projects valued at over $15 billion. His proactive management approach, communication and problem -solving skills, ability to build consensus and strong leadership skills has helped District 8 successfully meet its project delivery commitments year after year. Syed was instrumental in assisting RTPAs, counties and cities deliver their portfolio of projects on the State Highway System including processing of the projects through the District Office of Local Assistance. Professional Registrations • Professional Engineer (Civil), CA C53579 Education + Training • MS, Civil Engineering, Texas A&M University, College Station, Texas 1991 • BS, Civil Engineering, NED Engineering University, Karachi Project Experience Caltrans District 8 Capital Program, San Bernardino + Riverside Counties, CA Served as the Deputy District Director for Program Project Management and the Single Focal Point for the Capital Outlay Support Program from 2013 to 2019. The COS program funds over 750 positions in the Division of Construction, Design, Environmental, Right of Way and Project Management with a budget of over $100 million in personal services and operating expense. Was responsible for securing funding for major and minor capital improvement projects from the State Highway Operation Protection Program (SHOPP) and State Transportation Improvement Program. Worked closely with RTPAs to secure state, local and federal funds and help deliver their capital improvement projects. State Route 91 Corridor Improvement Project, Corona, CA Served as the Project Director for the largest project in District 8's history, RCTC $1.3 billion SR -91 Corridor Improvement Project. The project scope of work included adding two express lanes and one general purpose lane in each direction of SR -91 for 12 miles. In addition, the project included adding a direct express lane to express lane connector in the median of I-15 and SR -91, interchange reconfiguration, multiple bridge widening, collector -distributor road, s, retaining walls, soundwalls, landscape and hardscape improvements, traffic signal modifications, ADA and pedestrian facilities upgrade and safety lighting upgrade. Coordinated with FHWA to secure all the necessary approvals for major project deliverables and processing of federal funds for the project through Caltrans Office of Local Asssitance. Assisted with the approval and procurement of the design -build contractor, major project deliverables (Initial Financial Plan, for the project from FHWA. State Route 18 (SR -18) Big Bear Bridge, Big Bear Valley, Caltrans District 8 Deputy District Director: This two -span, 475 -foot long, 64 -foot wide $34 million concrete arch bridge connects SR -18 over Big Bear Creek Canyon on the south side of Big Bear Dam to Big Bear Valley on a new alignment downstream of the existing bridge. The project offered unique challenges due to its location in rocky mountainous terrain, steep slopes and the presence of environmentally sensitive areas. It also required a significant amount of coordination with multiple federal, state and local agencies. This signature bridge has won numerous awards. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 'exp. Mohammad Muqtadir, PhD, PE Structural Design Mohammad Muqtadir brings over 30 years of experience in bridge and roadway design. He has 30+ years with Caltrans, serving in numerous roles, including Senior Bridge Engineer, Project Engineer and Bridge Design Engineer. He has a proven record of leading a team of structure and roadway engineers in delivering complex transportation project in Southern California. He has designed 23 bridges including over rivers, creeks, streams, washes, freeways, local streets and California aqueduct. He has also designed retaining walls, anchor walls, soil nail walls. Professional Registrations • Professional Engineer: CA #60776 Education + Training PhD, Structural Engineering, Alberta, Canada • MSCE, Structures, McMaster, Canada • BSCE, Mehru Technological University, India Project Experience *1-10 Express Lanes Design Build Project near Ontario Airport: SBCTA/ Caltrans District 8: 2019-2023 Caltrans Senior Bridge Engineer: Provided over the shoulder review for 23 bridges and 75 walls, which were either widened or replaced to accommodate the express lanes. The bridges encompassed different types, including RC Box (Reinforced Concrete Box), CIP/PS (Cast-in-Place/Post-Tensioned), and PC/PS (Precast/ Prestressed) structures. Additionally, the project involved the construction of various types of retaining walls to address site-specific conditions. These included Type 1 walls, Ground Anchors, soldier pile walls, and Soil Nail Walls. Appropriate design and construction techniques were employed for each structure and it was ensured that Caltrans Design Standards and specs are followed at each stage. *1-10 White Water River Bridge Scour Mitigation: Caltrans District 8: 2015-2019 Project Engineer: Designed pile foundation around spread footings by building new piles and pile caps adjacent to the existing footings. It resulted in cost savings by avoiding a complete replacement of this eight span bridge. Prepared the complete PS&E package and provided construction support. *1-395 Joshua Wash Bridge Culvert Widening Caltrans District 8: 2015-2019 Project Engineer: This project involved widening of Joshua Wash Bridge on both sides to facilitate additional carrying capacity on Route 395 from two to four lanes. A complete PS&E package was produced followed by construction support. *1-10 Segment 2: Caltrans District 8: 2010-2018 Project Engineer: Designed widening of Grand and Kellogg bridges along with a major Type 1 Retaining wall at Cal Poly and 1-10 at high seismic area and challenging soil conditions. *Route -330 City Creek Barrier Rail Replacement: Caltrans District 8: 2015-2019 Project Engineer: Replaced the barrier Rails on two historic bridges. The deck required additional negative moment capacity which was provided by strengthening the deck using Carbon Fiber Reinforced Polymer strips. City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. Gabriel Rodriguez, PE Engineering Gabriel Rodriguez has more than 25 years of civil engineering experience in the design and management of transportation and public infrastructure projects. His project experience includes street improvements, state system improvements, storm drain facilities, sanitary sewer and water distribution infrastructure, storm water management and analysis, and dry utility coordination. He has executed projects from preliminary engineering and alternative analysis through final design and construction management. Gabriel brings experience with a number of agencies in the Coachella Valley including cities of La Quinta, Palm Springs, and Coachella as well as the Coachella Valley Water District. Professional Registrations • Professional Engineer (Civil), CA Education + Training BS, Civil Engineering, California Polytechnic State University at Pomona, 2001 Project Experience Phelan Road Widening Project, for County of San Bernardino, San Bernardino County, CA Gabriel is serving as the project manager for the Phelan Road Widening project and is leading the design team which includes roadway and structural engineering, drainage, environmental, geotechnical, surveying, utility coordination and public outreach. The purpose of the project is to widen 12.1 miles of Phelan Road to accommodate for the increased population and resulting traffic in the region. The project design will include geometrics and vertical profiles for the widening from two lanes to five lanes, hydrology and hydraulic analysis of 26 culvert crossings, bridge improvements at Sheep Creek, traffic and traffic signal design, utility relocations, and environmental planning and permitting. The project will also require coordination with stakeholders including Caltrans District 8, Union Pacific Railroad, the California Public Utilities Commission, regulatory permitting agencies, and the City of Hesperia. Lakewood Boulevard and Imperial Highway Intersection Improvement Project, for City of Downey, Downey, CA Gabriel is serving as project manager for the Lakewood Boulevard and Imperial Highway Intersection Improvement project and is responsible for leading the project design team to develop the roadway and storm drain improvement plans. The project located in the City of Downey, proposes to add dual left turn pockets in both directions on Imperial Highway to improve the traffic level of service of the intersection. The project design includes the roadway geometry and vertical profile for the widening of Imperial Highway, PCC improvements, storm drain lateral design, water appurtenance relocations, and private property improvements. The project will also require approval by Los Angeles County for the relocation of the County owned catch basin at the southwest corner of the intersection. Santa Gertrudis Creek Phase II Bike Trail Project, for City of Temecula, Temecula, CA Gabriel is serving as project manager for the Santa Gertrudis Creek Phase II Bike Trail project and is responsible for leading the project design team which includes, civil, drainage, and structural engineering, environmental planning, surveying and mapping, geotechnical, and utility coordination. The project located along the Santa City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 ex n P. Gabriel Rodriguez, PE -continued Engineering Gertrudis Creek proposes to grade separate the bike trail under the existing Margarita Road bridge. This will improve safety for bicyclists and pedestrians continuing on the trail by eliminating the interface with vehicles at the Margarita Road at grade street crossing. The project design includes the trail geometry and vertical profile, retaining walls and the relocation of a 20 - inch reclaimed water line that is owned and maintained by Rancho California Water District. *Avenue 52 & Grapefruit Grade Separation, for City of Coachella, CA Gabriel served as project manager for the Avenue 52 and Grapefruit Boulevard Grade Separation project in the City of Coachella. The project provided a grade separation at Avenue 52 and the Union Pacific Rail Road (UPRR) line which will provide better access between the west and east sides of the City as well as more efficient mobility for emergency vehicles. Funding for this project included $10 million of TCIF funding which was required to be allocated by the end of 2013. Gabriel led the coordination effort with Caltrans Local Assistance and Riverside County Transportation Commission (RCTC) to gain California Transportation Commission (CTC) and E-76 approval. Gabriel also led the design team which finalized the plans, specifications and estimate and secured agreements with UPRR, Coachella Valley Water District, Imperial Irrigation District, and Verizon/MCI. *City of Irvine, Jamboree Road Widening, Irvine, CA Gabriel served as project manager for the Jamboree Road Widening project and was responsible for leading the project design team which included roadway, traffic, utility coordination, landscape, survey, environmental, and geotechnical. The project, located in the city of Irvine, proposed to expand Jamboree Road from an 84ane arterial to a 10 -lane arterial for approximately 1.5 miles between Barranca Parkway and the north side of 1-405. The design and environmental effort included preliminary engineering, alternative analysis, environmental report, project study, and final plans, specifications and estimates. *City of Santa Clarita, Dockweiler Extension, Santa Clarita, CA Gabriel served as the project manager for the Dockweiler extension project, which included a new at -grade crossing at the Metrolink and Union Pacific railroad corridor. The project included approximately 1 -mile of new roadway, as well as the closure of the at -grade crossing at 13th Street. Gabriel led the design team that developed the Project Study Report Equivalent (PSRE) and Environmental Document. Coordination with both Metrolink and the California Public Utilities Commission was key to the crossing improvement approvals. *City of Hesperia, Ranchero Road Corridor Improvements, Hesperia, CA Gabriel served as project manager for the Ranchero Road Corridor Improvement project for the City of Hesperia. The proposed improvements will provide capacity for future growth on the east side of the city as well improved access to a new interchange at Interstate 15. The project includes the design of approximately 5 miles of road improvements, two major multi -barrel culvert crossing extensions as well as the approval of a Construction and Maintenance agreement for an at - grade UPRR crossing. Gabriel led the design team that is working with the City of Hesperia, County of San Bernardino, the local water purveyor, and UPRR to facilitate approval of the final plans, specifications and estimate (PS&E). City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. Julie Gilbert Environmental Compliance, Environmental Documentation, & Public Services and Utilities/Community Impact Assessment Since 1991, Mrs. Gilbert has been an environmental planner and project manager, with special expertise in CEQA, NEPA, regulatory compliance, communication/facilitation for resolution of environmental issues, and public image management for public works and private development projects. She has authored environmental documentation for a broad variety of projects and acts as a resource person in working with clients, governmental agencies, the community, and decision - makers in finding solutions to complex problems. She also negotiates with regulators at the federal, state and local level. Ms. Gilbert uses her decades of experience to assist clients with projects from conception and early planning to construction monitoring and restoration. Professional Registrations • Certificate, Environmental Leadership. Cal State San Marcos, 2014 • Woman -Owned Business Certification (PUC) • Disadvantaged Business Enterprise (Caltrans) Education + Training Project Experience Magnolia Avenue Bridge Widening CEQA/NEPA Environmental Compliance and Jurisdictional Waters Permitting, City of Corona Ms. Gilbert is the Project Manager and Lead Preparer, under a subcontract to the engineering firm, for the City's project to widen the Magnolia Avenue Bridge over the Temescal Wash Channel and its approaches between El Camino Avenue to All American Way, funded through the Federal Transportation Improvement Program. Ms. Gilbert directed all subcontractor work for special studies to be prepared in compliance with NEPA and CEQA and prepared the CEQA Initial Study. Work included development of a detailed Project Description that was used for all project studies, preparing the Preliminary Environmental Study (PES), coordinating the federal and CEQA environmental technical studies, and authoring the CEQA Initial Study/Mitigated Negative Declaration. Her ongoing work includes working with Caltrans District 8 to obtain concurrence on the federal air conformity analysis because the FHWA requirements changed after the PES submittal and during the Project development, and preparing the jurisdictional waters permitting to provide a new storm drain connection to Temescal Wash. Fairway Plaza Shopping Center Specific Plan Amendment No. 2 and Initial Study Amendment, City of LaQunita Ms. Gilbert worked with the City Planners and the Lundin Development Company and authored the amended Specific Plan and 1999 Initial Study to address modifications for the 12.5 -acre site at the corner of Jefferson Street and 50th Avenue. Lundin worked extensively with the City to develop an aesthetically - pleasing development due to community opposition. Despite the community opposition, Ms. Gilbert's detailed analysis in the revised Initial Study led to the project being successfully adopted. Environmental Documentation Preparation and Document QA/QC — Various clients • BA, Journalism, Louisiana State Ms. Gilbert currently provides contract services to several small and mid-sized University, 1987 environmental consulting firms, providing lead author/technical writing services for various environmental documents ranging from CEQA Exemption Justifications to Initial Studies and Environmental Impact Reports, along with QA/QC of the associated technical studies. For document QA/QC, Ms. Gilbert conducts City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 'ex n P. Julie Gilbert -continued Environmental Compliance, Environmental Documentation, & Public Services and Utilities/Community Impact Assessment independent fact -checking of subconsultant technical studies as well as editing for project description consistency among all of the technical studies. Lead Preparer/ Lead Environmental Manager include: • Environmental Impact Report, San Marino Center Improvements - ELMT Consulting • Initial Study/Mitigated Negative Declarations for three separate warehouses, City of Perris — Sagecrest Environmental + Planning • Iowa Street Warehouse, City of Redlands — Lilburn Corporation Line A Storm Drain and Bledsoe Gulch Outfall Reconstruction CEQA Initial Study/Mitigated Negative Declaration and Jurisdictional Waters Permitting — City of Highland Prepared Initial Study/Mitigated Negative Declaration (IS/MND) to replace approximately 300 feet of an existing 48 -inch storm drain and outfall near Bledsoe Creek in Highland. The stormdrain outfall and pipeline was failing, compromising hillside stability of adjacent homes. Key issues included the removal of riparian vegetation that had grown around the outfall, which fed Bledsoe Creek downstream, as well as the presence of an Alquist-Priolo fault zone that bisected the pipeline alignment. Following IS/MND adoption, Ms. Gilbert is preparing the jurisdictional waters permitting through the CA Dept of Fish and Wildlife and the Regional Water Quality Control Board Waste Discharge Requirements (WDRs). CEQA, NEPA, Jurisdictional Waters Permitting, Biological Opinion Input — San Sevaine Creek Water Project While with San Bernardino County Flood Control District, Ms. Gilbert completed an 18 -month successful effort to negotiate all permits and mitigation requirements with the Bureau of Reclamation, Flood Control District operations staff, and the US Fish and Wildlife Service (USFWS) for the construction of the $40 million regional flood control facility. Ms. Gilbert had been assigned to the project after it had been halted for two years due to stalled environmental negotiations over a newly listed species over which the USFWS had previously issued a jeopardy opinion. As the new project manager, Ms. Gilbert worked directly with engineers to re -design a section of the channel to accommodate the environmental sensitivities and still maintain hydraulic capacity. She then gained concurrence from regulatory agencies regarding mitigation land set -asides and mitigation measures, and prepared the Mitigation Monitoring and Reporting Program plan (MMRP). Ms. Gilbert then prepared amended CEQA and NEPA documents and jurisdictional waters permitting documentation, all of which were also approved. The project was later constructed. City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. Luis Bentancourt, PE Project Study Report Luis Betancourt has over 35 years of executive, management and technical experience in the areas of transportation/geometrics and program/ project management. During his career, he has led multi -functional teams and successfully helped to delivered high-profile, state of the art complex transportation projects. Luis helped in the delivery of all capital projects in Caltrans District 8 and District 11. He oversaw the delivery of in-house and locally funded capital projects. His proactive management approach, communication and problem -solving skills, ability to build consensus and strong leadership skills has helped District 8 and District 11 successfully meet its project delivery commitments. Professional Registrations Professional Engineer (Civil), CA C43806 Education + Training • BS, Civil Engineering, California State University, Chico, 1985 Project Experience *Caltrans HQ Office of Project Delivery, Sacramento, CA Luis served as the Caltrans HQ Project Delivery Coordinator for District 8 and District 11. Provided technical advice on geometric standards and procedural advice to the districts in the development of projects that are high quality, cost effective, and within programmed allocations and established schedules. Ensured the uniform application of geometric design standards, procedures, guidelines, and practices. Assisted with the revisions and updates to the Highway Design Manual (HDM) and the Project Development Procedures Manual (PDPM). Provided independent reviews and comments on project approval documents prepared by the districts including procedural, engineering, economic, environmental, policy matters and cost estimates. *Interstate 10 Express Lanes from Los Angeles County to Interstate 15, San Bernardino County, CA Luis served as the Caltrans HQ oversight engineer for geometric standards and project delivery. Reviewed the Project Report and design plans for the construction of two express lanes in each direction. The project will add two express lanes in each direction of 1-10 from the Los Angeles County Line to 1-15 through the cities of Montclair and Ontario. The project will also reconstruct the two outside lanes with long life pavement and add safety lighting. Ensured the uniformed application of geometric design standards, procedures, guidelines, and practices. Approved deviations from geometric design standards. *State Route 91 Corridor Improvement Project, Corona, CA Luis served as the Caltrans HQ oversight engineer for geometric standards and project delivery. Reviewed and approved the geometric features for the addition of two express lanes and one general purpose lane in each direction. Reviewed traffic signal modifications, ADA and pedestrian facilities upgrade and safety lighting upgrade. In addition, the project included adding a direct express lane to express lane connector in the median of 1-15 and SR -91, interchange reconfiguration, multiple bridge widening, collector -distributor roads, retaining walls, soundwalls, landscape and hardscape improvements. Coordinated with CT HQ, District 8 and FHWA to secure all the necessary approvals for major project deliverables. Assisted with the approval of geometric design standards. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 :exp. Luis Bentancourt, PE —continued Project Study Report *Interstate 15 Express Lane from Cajalco Road to San Bernardino County; Riverside County, CA Luis served as the Caltrans HQ oversight engineer for geometric standards and project delivery. Reviewed the project report and the design plans for the addition of two express lanes in each direction. The project included the widening of several bridges and the construction of soundwalls. Ensured the application of uniform design standards. The project is anticipated to improve existing and future mobility along the 1-15 corridor, reduce congestion and improve traffic flow. It will also expand the regional express lane network and increase travel time reliability. *State Route 74 (SR -74) in the City of Hemet, Riverside County, CA Luis served as the Caltrans HQ oversight engineer for geometric standards and project delivery. Reviewed and approved the geometric design plans for the conversion of the existing continuous left turn lane to a raised median for a 5 -mile section of SR -74. The project included modification of traffic signals and upgrades to ADA facilities. *State Route 60 (SR -60) Pavement Rehabilitation, San Bernardino and Riverside County, CA Luis served as the Caltrans HQ oversight engineer for geometric standards and project delivery. Reviewed and approved the design plans for the reconstruction of the two outside lanes and shoulder rehabilitation. The scope of work for the project included total reconstruction of the two -outside lanes with long life Jointed Portland Cement Pavement, random slab replacement, shoulder rehabilitation, on & off ramp rehabilitation, upgrade of pedestrian facilities and ADA curb ramps to current standards. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 ` ex Christine Brown, PE Roadway k 40 " Im Christine Brown has more than 8 years of civil engineering experience serving as assistant project manager, task lead, and project engineer for Capital Improvement Program projects throughout California. Her specialties include geometric design and corridor modeling of roadway, trail, and transit corridors including grading, drainage, and wet utilities; intersection improvements including ADA curb ramps and access paths; Complete Streets projects; Safe Routes to Schools projects; and traffic analysis. Professional Registrations • Professional Engineer (Civil): CA 92510 Education + Training • BS in Civil Engineering, California State Polytechnic University Project Experience City of Chino, Euclid / Pine Avenue Intersection Improvements, Chino, CA Christine is serving as the Roadway Design Lead for the Project Approval and Environmental Document (PAED) and Plans, Specifications, and Estimates (PS&E) phases of the Euclid / Pine Avenue Intersection Improvement Project. The City of Chino is proposing to widen the intersection to include additional left and right turn lanes, Class II bike lanes, wider sidewalks, upgraded ADA curb ramps, traffic signals, and safety lighting. The project is progressing concurrently with the City's Pine Avenue Widening and Pine Avenue Improvement (Euclid to Mayhew) projects. City of Chino, SR 71 / Pine Avenue Interchange Project, Chino, CA Christine is serving as the Roadway Task Lead for the Project Approval and Environmental Document (PAED), and the Plans, Specifications, and Estimate (PS&E) phases of the SR 71 / Pine Avenue Interchange project. The project proposes to widen the SR 71 northbound and southbound off ramps to increase capacity, signalize the northbound off ramp to Pine Avenue, and restripe the Pine Avenue overcrossing to accommodate the new ramp geometrics. SBCTA, SR -210 /Waterman Interchange Project, San Bernardino, CA Christine is serving as the Assistant Project Manager for the Design Engineering Evaluation Report / Environmental Document (PAED), and Plans, Specifications, and Estimate (PS&E) phases of the SR210 / Waterman Interchange Project and is leading the design team which includes roadway and structural engineering, traffic analysis, drainage, environmental, geotechnical, surveying, and utility coordination. The purpose of the project is to improve traffic operations and local circulation at the SR210 / Waterman Avenue interchange. The eastbound on-ramp will be widened from one lane to two lanes; additionally, the intersection of Waterman Avenue and East 30th Street will be restriped to allow for two left -turn lanes in the northbound direction, while the intersection of Waterman Avenue and the eastbound ramps will be restriped to allow for two left -turn lanes in the southbound direction. This project requires approval from Caltrans District 8 Oversight. County of San Bernardino, Phelan Road Widening Project, San Bernardino, CA Christine is serving as the QA/QC Lead for the Project Approval and Environmental Document phase of the Phelan Road Widening project. The purpose of the project City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 ex P. Christine Brown, PE —continued Roadway is to widen 12.1 miles of Phelan Road from 2 lanes to 4 lanes with a painted median to accommodate for the increased population and resulting traffic in the region. The project will also re -align Phelan Road at State Route 138 to eliminate the existing skewed intersection which will ultimately be approved through Caltrans District 8 Oversight. City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex Curtis Bibolet, SR/WA, R/W-AMC Utilities %L As a certified right of way professional, Curtis possesses an abundance of real estate transaction, utility relocation, and property management expertise. He has over 13 years of experience managing best practices, regulatory procedures, and logistics for utility relocation and property management projects on behalf of public agencies. With his friendly demeanor, Curtis provides oversight and quality review for Monument agents. He is focused on maximizing revenue, clear- ing encroachments, and mitigating utility conflicts for his clients. Professional Registrations • Senior Right -of -Way, International Right -of -Way Association • Right -of -Way Asset Management, International Right -of -Way Association • Real Estate Salesman, State of California CA#02008725 Education + Training • BS in Communications Studies, Minor in Business, University of Idaho Affiliations + Memberships • International Right -of -Way Association • Women's Transportation Seminar Project Experience City of Colton, La Cadena Over Santa Ana River Bridge Replacement Project. Colton, CA This public improvement Project replaces the existing La Cadena bridge over Santa Ana River to accommodate four travel lanes, a raised median, bike lane, and a sidewalk in each direction. Curtis is the Utility Coordination Manager which includes the relocation of electric, cable, gas, and waterline facilities before construction and will obtain Caltrans Certification. San Bernardino County Transportation Authority West Valley Connector Bus Rapid Transit Project, San Bernardino, CA This is a 35 mile long street widening to accommodate a bus travel lane including 60 station platforms and 33 intersection improvements. Curtis is the Utility Coordination Manager responsible for preparing a Utility Matrix to identify utility owners, descriptions of facilities, dispositions (protect, relocate, abandon), and initial liability determinations. He also drafted and issued the Relocation Claim Letters and Notice to Owner to relocate to coordinate with utility companies for adjustment and relocation of interfering utilities to make way for the project. Curtis coordinated with affected agencies and utility owners to obtain permits, approvals, and necessary agreements for relocation, maintained files documenting relocations and communications with the utilities involved, and participated in meetings with the City and the design team to provide status updates. Riverside County Transportation Commission, Santa Ana River Trail (Sart) Phase 2, Corona, CA SART will cover a 12.8 -mile section along the Santa Ana River Trail connecting Orange, Riverside and San Bernardino Counties. This Phase is the most westerly portion of the project adjacent to Green River Golf Course and the project will have to cross the rail. The utility companies within the project location are ATT, City of Corona, Level 3 Communication, Metropolitan Water District, Santa Ana Watershed, Southern California Edison, Southern California Gas, and Sprint. Curtis is the Utility Coordination Manager which includes the relocation of electric, cable, gas, and waterline facilities. He is coordinating with affected agencies and utility owners to obtain permits, approvals, and necessary agreements for relocation, City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 monument exp. Curtis Bibolet, SR/WA, R/W-AMC — continued Roadway maintained files documenting relocations and communications with the utilities involved, and participated in meetings with RCTC and the design team to provide status updates. City of Chino, Pine Avenue Widening, Chino, CA This project extends Chino's Pine Avenue to connect to State Route 71 to Euclid. It will provide a key corridor for freight trucks and commuters in Chino's growing logistics and warehouse industries emerging on former agricultural and dairy lands. As Utility Manager, Curtis relocated 30 Southern California Edison (SCE) poles and coordinated the move of two 500 kV transmission poles. Curtis also provided utility research, utility relocation coordination, and utility certification with Caltrans for this extension. City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. Hany Peters, PE Hydrology/Hydraulics/Stormwater Data Report/Drainage Hany is a highly skilled and motivated Supervising Engineer/Public Works Engineer III with 34 years of experience specializing in Flood Control and Land Development Engineering. He is a Professional Engineer, Certified FEMA Flood Plain Manager, and Emergency Manager. Hany has co-authored the San Bernardino County Hydrology Manual for the Arid Region. His experience includes a Master Plan of Drainage and Comprehensive Storm Drain Plans, strong knowledge and foundation in land development and water resources, engineering science, fire safety assessment, debris production, complex hydrology, basin routing, and hydraulic modeling, DSOD Dam Inundation Studies Coordination, FEMA CLOMR/LOMR Coordination, FEMA Levee Certifications Coordination, and US Army Corps of Engineers Coordination. Professional Registrations Professional Engineer (Civil): CA C46094 • FEMA CFM Licensed • QSP/QSD Licensed Education + Training Project Experience *San Sevaine Channel Drainage Study, City of Fontana, CA As Supervising Engineer in Water Resources Division with San Bernardino County Flood Control District, Public Works Department Hany reviewed and approved San Sevaine Channel Hydrology Study by Boyle Engineering in 2003. The study was prepared for Flood Control Design to help build San Sevaine Channel and 3 basins (Rich Basin, San Sevaine Basin, and Jurupa Basin). The basins were designed to handle 100 -Year Multi -day storm events and the channel for 100 -Year storms. The Study was based on San Bernardino County Hydrology Manual, Standards and Criteria. The purpose of the study is to build the above-mentioned 3 -basins and concrete channel from the Canyon Mouth to Riverside County Line and to Limit the Flowrate from San Bernardino County to an acceptable rate that can be handled by Riverside County facilities. *Dam Inundation Studies, San Bernardino County, CA As Supervising Engineer in Water Resources Division with San Bernardino County Flood Control District, Public Works Department Hany reviewed and prepared Dam Inundation Studies for Several dams within San Bernardino County. The California Department of Water Resources Division of Safety of Dams (DSOD) required all dam owners to prepare Dam Inundation maps and studies to show the flooding that could result from a hypothetical failure of a dam or its critical appurtenant structure. This requirement was a result of the 2017 California Legislature passed a law requiring all state jurisdictional dams, except low hazard dams, to develop inundation maps and emergency action plans with DSOD approves inundation maps and Cal OES approving the Emergency Action Plans. San Bernardino County Flood Control owns several of those jurisdictional dams. The dam inundation studies were prepared using the US Corps of Engineers HEC -RAS 2-D model and Arc -Map GIS software to model the Inundation maps. *Santa Ana River Trail III Hydraulic Model, San Bernardino County, CA • BS in Civil Engineering, 1983 Graduate, As Supervising Engineer in Water Resources Division with San Bernardino County Alexandria University Flood Control District, Public Works Department Hany prepared HEC -RAS Model • Management and Leadership Academy and Supplemental Report Hydraulic Analysis for Santa Ana River Trail III (SART) Graduate, 2003 Phase III in 2018. The model was reviewed and approved by the US Army Corps of City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 ex n P. Hany Peters, PE -continued Hydrology/Hydraulics/Stormwater Data Report/Drainage Engineers. The alignment of SART Phase III begins at the existing terminus of the trail at Waterman Avenue in the City of San Bernardino, California, and continue east approximately 3.8 miles to California Street in the City of Redlands. In general, the project consists of Trail, Bridge, Culvert, and access ramp construction. *Bridges Modeling Hydrology and Hydraulics As Supervising Engineer in Water Resources Division with San Bernardino County Flood Control District, Public Works Department Hany prepared and reviewed numerous Unit Hydrograph and HEC -RAS Models for Bridges included but not limited to Lytle Cajon Bridge, Manix Bridge, Rock Springs Road Bridge over Mojave River, Yucca Loma Bridge over Mojave River, Dola Bridge, Yermo Bridge, City Creek Bridge, Garnet Bridge over Mill Creek, Waterman Bridge, etc. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 ` ex Dan Calvillo, PE Right -of -Way Mr. Calvillo has over 25 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. Mr. Calvillo has been with CL Surveying and Mapping for 15 Years. Professional Registrations Professional Land Surveyor, California, #8294 Project Experience Alabama/ 1-10 Improvements Project, Redlands, CA Project Surveyor - The San Bernardino County Transportation Authority (SBCTA), the City of Redlands, and the County of San Bernardino are improving the 1-10 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 1-10. 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 providing construction staking support services on an as -needed basis throughout construction. 1-15/French Valley Parkway Improvements — Phase 11, Project No. PW16-01, Temecula, CA Project Surveyor - CL Surveying and Mapping teamed up with Falcon Engineering on this project. The Project will construct a two-lane northbound collector/distributor system along 1-15 from the Winchester Road/1-15 interchange northerly on -ramps to just north of the 1-15/1-215 junction, providing connectors to 1-15 and 1-215 in the cities of Murrieta and Temecula. CL Surveying and Mapping is providing the construction staking on this project and we are currently in construction. Traylor Granite, joint Venture, Mount Vernon Viaduct Project, San Bernardino, CA Education + Training Surveyor - CL Surveying and Mapping teamed up with Traylor Granite on this BS Construction Management, project. The Mount Vernon Avenue Viaduct is a 1,016 -foot bridge built in 1934 and • California State Polytechnic spans over the Burlington Northern Santa Fe Railroad (BNSF) Railway Intermodal Yard in the City of San Bernardino. The bridge provides access to rail and mass transit facilities at the San Bernardino Santa Fe Depot and is a connecting link for pedestrians and cyclists to economic centers within the city. The Project will enhance the structural safety of the bridge and modernize it to current seismic, design, and roadway standards, as well as comply with ADA pedestrian facilities. CL Surveying and Mapping is providing the construction staking on this project and we are currently in construction. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 0 C :'ex sumer�no a leaP�no i Dan Calvillo, PLS - continued Right -of -Way Caltrans District 8, On -Call Survey Services 08A2427, Riverside and San Bernardino Counties, CA Project Surveyor - CL Surveying and Mapping is responsible for providing construction and design surveying services for miscellaneous projects. CL Surveying provided design topographic surveys along Highway 74 and Highway 138, as well as Construction staking along Highway 138 and Highway 58. All surveying services were provided utilizing Caltrans design and construction staking requirements Skanska — Stacy and Witbeck A Joint Venture, Sixth Street Viaduct, Los Angeles, CA Project Surveyor - CL Surveying and Mapping teamed up with Skanska — Stacy Witbeck on this project. The City of Los Angeles' Sixth Street Viaduct Replacement Project is the replacement of the original bridge structure with a new viaduct that will provide exceptional pedestrian and bicycle access, safer traffic and goods movement, and 12 acres of open and recreational space, including an arts plaza and public art. CL Surveying and Mapping is providing the construction staking on this project and we are currently in construction. City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 -12%�, C` ex sumerNo a leaP�no Alahesh Thurairajah, PE, GE, D. GE Geotechnical Alahesh Thurairajah has worked with Caltrans, Inland Empire transportation agencies, and municipalities for 14 years, successfully completing geotechnical tasks for preliminary and final design phases of public works projects. He has provided geotechnical design/ construction recommendations per Caltrans procedures for 200+ bridges including 15 HBP bridges, 300+ standard and non-standard retaining walls, and 150+ miles of roadway. In addition to his project management skills, his technical expertise includes design of deep and shallow foundation for bridges, retaining walls, and drainage structures; probabilistic seismic hazard evaluation, liquefaction and seismic settlement evaluations, lateral spreading evaluation, static and pseudo -static slope stability analyses, pavement structural section evaluation/design, and corrosion evaluation. Alahesh has prepared Foundation Reports, Geotechnical Design Reports, and Materials Reports in compliance with Caltrans standards for several projects within District 8. Professional Registrations • Diplomate, Academy of Geo - Professionals, ASCE, 2023 Geotechnical Engineering, California, GE 3123, 2018 Civil Engineering, California, PE 81439, 2013 Education + Training • MS, Civil Engineering, University of California, Los Angeles, 2011 BS Magna Cum Laude, Civil Engineering, California State Polytechnic University, Pomona, 2010 Project Experience City of Coachella, Avenue 50 Bridge over Coachella Valley Stormwater Channel, Coachella, CA Geotechnical Project Manager. The project included realigning and widening Avenue 50 from the existing two-lane roadway to a six -lane major arterial with a new five -span bridge spanning over Coachella Valley Stormwater Channel (CVSC), replacing the existing low-water crossing and realigning Tyler Street on both sides of CVSC. Reviewed the existing information, planned and managed complicated site-specific field investigation in riverbed, assigned lab tests, developed and provided design and construction recommendations for bridge foundations, approach embankments, and pavement structural sections. Prepared a Geotechnical Report to provide design and construction recommendations for new bridge, approach embankments, and new pavement structural sections. Due to the potential excessive settlement at the abutments, prepared a preloading diagram and recommended a settlement period to eliminate downdrag forces on abutment piles. Also, provided settlement monitoring device exhibit to monitor the settlement after preloading the embankment. County of San Bernardino, Rock Springs Road Bridge over the Mojave River, County of San Bernardino, CA Senior Engineer. The project involved widening the existing Rock Springs Road from two to four lanes from Glendale Avenue to Deep Creek Road. As part of the widening, the existing low-water crossing will be replaced with a 938 feet long seven -span bridge. The bridge will be supported on driven HP piles at the abutments (14x89) and 8 -foot CIDH piles at the piers. In addition to the bridge structure, the proposed improvements also include a new Caltrans Standard Plan retaining wall, new cut slopes and fill slopes, and new pavement structural sections. Planned, coordinated, and conducted geotechnical field investigation (20 City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 Earth Mechanics, Inc. 11:1exp. Alahesh Thurairajah, PE, GE, D. GE — continued Geotechnical borings), assigned laboratory tests, and prepared LOTBs and Boring Logs. Developed and provided design and construction recommendations for bridge foundations, retaining wall foundations, excavations/embankments, and pavement structural sections. Prepared a Foundation Report and a Roadway Materials Report. RCTD, Market Street Bridge Scour Critical Study and Bridge Replacement (HBP), Riverside County, CA Geotechnical Project Manager. The project included replacing the existing bridge by an approximately 1,216 feet long, 88.4 feet wide, nine -span bridge supported on seat -type abutments and four -column piers. Conducted a foundation capacity evaluation to investigate the impact of scour as part of the preliminary stage. During the PS&E, Planned and managed complicated site-specific field investigation in cobbles/boulders followed by bedrock, assigned lab tests, provided design and construction recommendations for bridge foundations, retaining walls, sound wall, and pavement structural sections. Prepared a Geotechnical Report for the replacement bridge, two new Caltrans Standard retaining walls, one Caltrans Standard sound wall, and new pavement structural sections. City of Coachella, Dillon Road Bridge over Coachella Valley Stormwater Channel, Coachella, CA Geotechnical Project Manager. The project replaces the existing Dillon Road bridge crossing the Coachella Valley Stormwater Channel (CVSC). The proposed three -span left and right bridges will be 497 feet long and 56.9 feet wide. Reviewed existing information, generated preliminary ARS curve, developed and provided preliminary foundation recommendations for bridge replacement, and prepared a Structure Preliminary Geotechnical Report in compliance with Caltrans standards. City of Coachella, SR-86/Avenue 50 New Interchange, Coachella, CA Geotechnical Project Manager. Developed and provided preliminary geotechnical engineering recommendations for bridges, retaining walls, embankments, and pavement structural sections. Prepared a Structure Preliminary Geotechnical Report, District Preliminary Geotechnical Report, and Preliminary Materials Report per Caltrans guidelines. The project included constructing a new interchange at SR -86 and Avenue 50. In addition to the roadway improvements, a two -span overcrossing, approximately 286.25 feet long and 122.33 feet wide, is proposed and will be supported on seat -type abutments and a multi - column bent. The project included another new bridge spanning over the Coachella Valley Stormwater Channel, replacing the existing low water crossing, and eliminating flood -related hazards during inclement weather events. RCTD, Seismic Retrofit of Airport Boulevard Bridge over Whitewater River (HBP), CA Geotechnical Project Manager. The project included seismic retrofit of the Airport Boulevard Bridge over Whitewater River Reviewed as -built information, evaluated the existing foundations, developed and provided preliminary foundation recommendation for retrofit strategy. City of Lake Elsinore, Temescal Canyon Bridge over Temescal Wash (HBP), Lake Elsinore, CA Geotechnical Project Manager. The project is a new approximately 375 feet long and 98 feet wide three -span bridge over Temescal Wash. Reviewed the existing information, planned and managed the complicated field investigation in nested cobbles and boulders followed by bedrock, assigned lab tests, developed and provided design and construction recommendations for bridge foundations in soil and bedrock. Provided recommendations for retaining walls, embankments, and new pavement structural sections. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 Earth Mechanics, Inc. Ax Travis McGill Biological & JD/Regulatory Permitting Known for his common sense, solution -based approach, Mr. McGill is experienced in special status species survey, regulatory permitting, and construction monitoring since 2006. Mr. McGill has experience in all project types (public and private) and all special status species habitats throughout Southern California. He works routinely with processes of numerous State and federal regulatory agencies such including the Federal Highways Administration (FHWA), U.S. Army Corps of Engineers (Corps), U.S. Fish and Wildlife Service (USFWS), , Regional Water Quality Control Board (RWQCB), and California Department of Fish and Game (CDFW). Mr. McGill has effectively drafted and processed numerous state and federal regulatory applications for residential, restoration, commercial, flood control, institutional, and transportation projects. Professional Registrations • Certificate, 2012, Wetland Delineation, Wetland Training Institute • Certificate, 2014, Certified California Rapid Assessment Method (CRAM) Practitioner, Riverine and Depressional Wetlands Certificate Botany, 2015, University of California at Riverside, University Project Experience Avenue 50 Bridge over Coachella Valley Stormwater Channel (CVSC), Coachella, CA* Prior to forming ELMT, Mr. McGill was the lead biologist for this proposed project with the City of Coachella and Caltrans District 8 to replace the low water crossing at Avenue 50 and CVSC with a bridge over CVSC. In addition, Avenue 50 would be realigned to the south of the existing low water crossing and widened from two to six lanes, in order to accommodate the future proposed interchange improvements at the intersection of Avenue 50 and State Route 86. Mr. McGill prepared a Natural Environment Study (NES) report that included the results of habitat assessment and CVMSHCP Consistency Analysis for the project. The habitat assessment was to document baseline conditions of the habitat, and to identify special status species and natural communities of special concern potentially occurring within the Biological Study Area. In addition, Mr. McGill also assisted with the filed investigation for the Delineation of State and Federal Jurisdictional Waters report. Natural Parkland Trails Improvement Project, City of Highland Mr. McGill prepared a NES -MI consistent with NEPA/Caltrans District 8 standards for the realignment/connection to and use of the existing trail system within the Natural Parkland property, including the renovation and construction of new drainage facilities, environmental interpretive stations along existing realigned City trials. Mr. McGill identified jurisdictional drainages and sensitive species and worked with Caltrans District 8 biological staff and the City for NES -MI, and ultimately, project approval. Troutdale Village Project — City of La Qunita Mr. McGill prepared the Biological Resources and Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP) analysis for the 284 -unit apartment complex on 14 acres. Mr. McGill's thorough report identified that the project would not have a significant impact on biological resources. Third -Party Review of Coral Mountain and Adjacent BLM Lands — La Quinta Extension Mr. McGill led the ELMT team to assess the former biological reports prepared for the proposed Coral Mountain Project, a golf course community Specific Plan. Education +Training The ELMT team conducted field reviews of the site and adjacent BLM lands for • BS, 2006, Biology, University of California at San Diego City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 u0 ELM T ao (.(]NMJIIINV ex P. Travis McGill —continued Biological & JD/Regulatory Permitting their potential to support the Peninsular Bighorn Sheep in an effort to comply with the CVMSHCP. As a result, ELMT created avoidance/minimization measures that would ensure there would be no indirect impacts to bighorn sheep, and that any bighorn sheep that wandered onto the Project Site could safely exit back to the adjacent conservation areas. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 O0 E L 1111 T•` ex MtGONSUISINCG I Bill Maddux Air Quality Maddux is an environmental planner with a diverse background in preparing environmental and technical studies throughout southern California. He specializes in acoustics, air quality assessments, and climate change. Mr. Maddux has over 20 years of professional experience preparing noise and air quality technical studies for public works projects as well as commercial, industrial, residential, and recreational land uses. End users include US Navy and Marine Corps, California Department of Transportation, water districts, utilities, cities and counties, and private developers. Professional Registrations • None Education + Training Project Experience City of Oceanside Climate Action Plan, City of Oceanside 12019 Mr. Maddux was responsible as the lead technical specialist in support of the City of Oceanside Climate Action Plan development. Mr. Maddux coordinated with City Staff and Stakeholders when developing the emissions inventory, forecast, targets, reduction measures and implementation of the Climate Action Plan. County of San Diego Greenhouse Gas Inventory, County of San Diego 12017 Mr. Maddux was responsible as the lead technical specialist in support of the County of San Diego Greenhouse Gas Inventory which was used as the basis for the CAP development. Mr. Maddux coordinated with County Staff and Stakeholders when developing the emissions inventory. City of Solana Beach Greenhouse Gas Inventory, City of Solana Beach 12017 Mr. Maddux was responsible as the lead technical specialist in support of the City of Solana Beach Greenhouse Gas Inventory which was used as the basis for the CAP development. Mr. Maddux coordinated with County Staff and Stakeholders when developing the emissions inventory. City of Indio Greenhouse Gas Inventory, City of Indio Beach 12017 BS, Urban and Regional Planning Mr. Maddux was responsible as the lead technical specialist in support of the • California Polytechnic State University, City of Indio Greenhouse Gas Inventory which was used as the basis for the CAP Pomona, 2000 development. Mr. Maddux coordinated with County Staff and Stakeholders when developing the emissions inventory. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 URBAN CROSSRDADS •i exp - William i.. Norman Eke, CAC Hazards Phase 1 t ik t... Mr. Eke has served as principal -in -charge and contract administrator to deliver services to various transportation and other clients. He has 34 years of experience and has directed projects for a wide variety of clientele on large and small projects, many of them on expedited schedules and in many cases under emergency response scenarios. His transportation project experience includes Initial Site Assessments (ISAs), Phase I and II Environmental Site Assessments (ESA), asbestos surveys, and specifications in various formats. Work has been completed for San Bernardino Express upgrades, Riverside Transit Authority's Vine Street Mobility Hub, Riverside County Transportation Commission's Mid -County Parkway, Los Angeles County Metropolitan Transportation Authority (Metro) on various alignments, Orange County Transportation Authority, and various on/off ramp, road and bridge widening projects. Education + Training • BA, Liberal Studies, Environmental Studies Emphasis, University of California, Santa Barbara Professional Registrations • Cal/OSHA Asbestos Consultant No. 96-2093 • NIOSH 582 Equivalent Training • 40 -Hour OSHA Safety Training • 8 -Hour OSHA Supervisor Training • 4 -Hour SQAQMD Rule 1403 Asbestos; Rules 401, 402, 403 Dust & Emissions • UCLA Extension- Air Permitting, Regulatory Framework of Hazardous Materials, Hazardous Materials Management Project Experience ISAs for Proposed Widening of On/Off Ramps, Bridges and Roads ISAs for proposed widening of on/off ramps, bridges and roads in Riverside, San Bernardino, Los Angeles, and Ventura Counties. Aerially Deposited Lead Investigations, Lead and Asbestos Surveys, ISAs, and Phase II ESAs Aerially Deposited Lead Investigations, Lead and Asbestos Surveys, ISAs, and Phase II ESAs for Magnolia Road and Bridge Widening in Corona; Pine Avenue Off -ramp in Chino; Stenfield Cut-off widening in Big Bear; and Wagonwheel Off -ramp in Camarillo. Phase I and II ESAs, Site Characterization, Removal Action Work Plans, and Remedial Services Phase I and II ESAs, site characterization, removal action work plans, and remedial services for "Rails to Trails" projects in the Cities of Rialto and Brea have been completed for the conversion of rail lines to public for walking/bicycle paths. Asbestos and Lead-based Paint Surveys and Phase I and II ESAs Asbestos and lead-based paint surveys and Phase I and II ESAs for Metro since 1989. Work for Metro included a Phase I ESA and asbestos and LBP survey for a property associated with the Exposition Light Rail Transit Project. During the asbestos survey, bulk samples of suspect interior and exterior asbestos -containing materials were collected. The LBP survey was completed using an x-ray fluorescence device to measure lead content in painted surfaces. The detection level for lead was set at 0.7 Mg/CM2 as defined by Los Angeles County, Department of Health City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-ddNW�— 2019-02 exp. p• Kim Rhodes, PLA Aesthetics Kim Rhodes is an award-winning, California registered landscape architect, client manager and vice president with DEA. For the past 37 years, she has been responsible for landscape architectural design and management on numerous projects, including design and planning for highway/ roadway/ interchange design, corridor master plans, structure aesthetics, gateways, parks, multi -modal trails, interpretive signage, streetscapes, sports facilities, schools and universities, commercial, residential, and industrial developments. She has significant experience serving as a contract manager on numerous Caltrans District 8 contracts providing management and design services for corridor master plans, visual impact assessments, project reports, PS&E's and highway aesthetics. Professional Registrations • Registered Landscape Architect, California, (3867) Education + Training BS, Landscape Architecture, 1985, California State Polytechnic University, Pomona Project Experience South Palm Canyon Drive at Tahquitz Creek Bridge Aesthetics and Artistic Inspiration, Palm Springs, California Kim served as lead landscape architect and together with DEA graphic designers collaborated with a local Coachella Valley artist to develop conceptual structure aesthetics for the proposed bridge at South Palm Canyon Drive and Tahquitz Creek. The project included a site assessment, photographic inventory, data collection, coordination with the CV Link multi -model trail, the development of theming studies for bridge barrier aesthetics in 3D (for use in visual simulations), median and parkway improvements, cost estimates, and the preparation of a project report. The project involved presentations with the Palm Springs Arts Commission and subcommittee, the bridge engineer, and environmental planning team. Once the project has received environmental clearance from Caltrans, the DEA team will begin the preparation of final construction documents for the project. Vista Chino Whitewater Crossing, Palm Springs, California Kim served as project manager as part of a collaborative team to prepare conceptual designs to highlight bridge aesthetics for the Vista Chino Low Water Crossing Bridge in Palm Springs. The project consisted of the design and construction of a new four -lane bridge over the Whitewater Channel, approximately 2,300 feet long. DEA's team began developing four distinct concepts for the bridge. Each portrayed a theme that allowed for a unique yet appropriate representation of forms, textures, colors, and materials used throughout the city. During this time, similar concepts were being developed for the Ramon Road Bridge in Cathedral City. Because the Vista Chino Bridge is located on the border of Cathedral City, the need and desire for collaboration and input was key to both agencies to convey a consistent theme. Upon completion of the four concepts, the DEA design team presented to the Palm Springs and Cathedral City Arts Commission such that each team could consider the design elements, colors, themes, and materials. Both Arts Commissions respectively provided guidance for our team to prepare a revised concept for the Vista Chino Bridge that would focus on refining the concept. City of La Quinta I RFP — PS&E — Avenue 50 Bridge — BR-NBIL(547) — 2019-02 1 ffexp. DAVID EVANS aro ASSOCIATES— Kil'1'1 Rhodes, PLA — continued Aesthetics Temescal Canyon Bridge Replacement, Lake Elsinore, California DEA landscape architects provided conceptual design to highlight structure aesthetics for the bridge on Temescal Canyon Road in the City of Lake Elsinore. Utilizing the City's branding campaign, DEA incorporated the iconic logo while proposing a decorative brick barrier which acknowledges elements of the Specific Plan such as the former clay brick manufacturing plant. The aesthetics include a bridge entry column at the point of ingress / egress that replicates the detailed brick design incorporated outside of City Hall. Blending both brick and concrete provide a seamless design appropriate for the natural setting. The bridge replacement/roadway realignment project will replace the current 2 -lane, 23 -foot -wide bridge with a 97 -foot bridge which includes 8 -foot shoulders, 5 -foot Class II bike lanes, 6 -foot sidewalks, 8 -foot buffer areas, and striped as a 2 -lane (one lane each direction) for the interim condition, until such time as the ultimate Temescal Canyon Road improvements are constructed. 1-10 / Date Palm Drive Corridor Enhancement, Cathedral City, California Under the direction of project manager Kim Rhodes, DEA provided landscape architecture and master planning services to the city of Cathedral City to develop aesthetic designs for bridge enhancements and interchange improvements at the 1-10 / Date Palm Drive interchange. Kim worked closely with City staff and the City Arts Commission. DEA developed a design to create a readily identifiable "Gateway" to the city. At the preliminary stage, DEA developed 3 potential themes: "Cathedralesque , to evoke a sense of the forms and colors experienced in a cathedral; "Environmental'; drawing upon the unique plant life in the desert to create iconography; and "Spirit of the Desert", using color and a sense of movement to define the esoteric nature of the desert. The "Cathedralesque" theme was selected, and DEA used form, texture, color and lighting to further develop the concept to provide a unique experience at the interchange. On -Call Landscape Architecture Support Services, Contract #08A2939 for Caltrans District 8, Riverside and San Bernardino Counties, California DEA provided landscape architectural services under this five-year contract with Caltrans District 8. DEA landscape architects and graphic designers provided an array of services including the preparation of Project Reports (PR's) and PS&E's for worker safety, erosion control and planting/irrigation improvements. As part of her contract management duties, Kim was responsible for the dissemination of project specific data and budgeting within the Caltrans WBS structure. As project manager, she was the primary point of contact between project subconsultants, internal staff, and worked closely with them to ensure compliance with the project criteria. City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 Wo . ex A P � DAVID EVANS nHo ASSOCIATES—. Mike Hogan, PhD, RPA Cultural/Pale ntological Mr. Hogan has more than 30 years Project Experience of cultural resources management Emergency Repair Project, Cathedral Canyon Drive Crossing At Whitewater River, experience and has worked in the field City of Cathedral City, Riverside County, CA; Federal Project No. ER40A0(070) of cultural resource management since 1985. He has worked on some of the Archaeologist of record for the undertaking. The project involved retroactively more important archaeological sites documenting the undertaking's lack of adverse effects to any "historic properties," in southern California. Additionally, he as defined by Section 106 of the National Historic Preservation Act (NHPA). Hogan has been involved in the preparation secured the contract and oversaw the research procedures. The project required and oversight of cultural resource special attention and interfacing with the City and Caltrans since the study was management documents according being completed after the emergency repairs had been completed. to the requirements of the California Historical/Archaeological Resources Survey and Testing Program, Blieu Affordable Environmental Quality Act (CEQA) and Housing Project (APN 770-040-012), City of La Quinta, Riverside County, CA the National Environmental Policy Act (NEPA). In 2004, CRM TECH conducted an archaeological survey of approximately 8 acres of land located on the southeast corner of Avenue 50 and Washington Street. He has successfully managed hundreds The survey resulted in the identification of two prehistoric archaeological sites on of projects, overseeing staff members the property. CRM TECH subsequently conducted an archaeological testing and and their work, to ensure that the various evaluation program on the sites. The testing program determined that neither of aspects of the research (records searches, the sites should be considered culturally significant. field work, graphics production, and report port writing) are efficiently completed In 2021-2022, CRM TECH updated the historical/archaeological research for the to highest standards while meeting property. The updated research substantiated the previous findings that the established schedules. Thus, Mr. Hogan precontact sites on the property are not culturally significant. has a proven record of preparing and Mike served as the principal archaeologist for both studies, ensuring that all managing CEQA/NEPA projects to necessary research was properly conducted and that all project protocols were successful completion. completed in a timely fashion. Professional Registrations Magnolia Avenue Widening Project, City of Corona, Riverside County, California; • Registered Professional Archaeologist Federal Project No. STPL-5104 (046), City of Corona Project No. 2015-15 41781498 The undertaking primarily entailed widening the segment of Magnolia Avenue between El Camino Avenue/Downs Way and Trademark Circle to accommodate Education +Training sidewalks, curbs, gutters, ADA -compliant access ramps at all intersections, and an • PhD, Anthropology, University of additional lane in each direction. Due to the undertaking's location, the cultural California, Riverside study had to take into account the age of the roads, the concrete -lined Temescal • BS, Anthropology, University of Creek Channel, the adjacent buildings, and a short segment of the Atchison Topeka California, Riverside; with honors and Santa Fe Railway Temescal Valley Line (Site 33-003832). Mike was the City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 . ex P. Mike Hogan, PhD, RPA — continued Cultural/Palentological archaeologist of record. He oversaw the research procedures and directed the timing of the procedures. As a result, the necessary cultural studies were accepted by Caltrans District 8 and the undertaking was able to move forward towards completion. City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 ' exp1��A . p. Ryan Luong, PE, QSD/QSP Water Quality/Floodplain Ryan Luong is a California Licensed Civil Engineer with more than 20 years of professional civil engineering experience in planning, design, supervision, project management, and construction management of roadway, highway, rail transit, airport and waterworks infrastructure projects. He has working knowledge of all phases of the projects from conceptual engineering, preliminary design to detailed engineering design and construction contract preparation; Experience with design -build transportation projects in California, Colorado, Indiana and Oregon. His design experience includes roadway/highway design, grading, drainage, hydrology, hydraulic modelling, utility, street improvements, storm drains, sanitary sewers. He is proficient in computer- aided design and drafting software (Microstation, Power Inroads), hydrology and hydraulics analysis software (HEC - RAS, WSPG, StormCAD). Professional Registrations • Professional Engineer (Civil): CA • Qualified SWPPP Developer (QSD) • Construction General Permit Qualified SWPPP Practitioner (QSP) Education + Training • BS, Civil Engineering, California State Polytechnic University, Pomona, CA, 1998 Project Experience City of Ontario, San Antonio Storm Drain, Ontario and Chino, CA Senior Project Engineer. The San Antonio Storm Drain is part of the City's high priority project that will convey flows from a tributary area of approximately 2,500 acres. The project is approximately 2 miles in length with 3 major storm drain laterals. The proposed system ranges from 60" upstream at Philips St. to a 9'x7.5' RCB downstream that will discharge to the Sultana -Cypress Channel. Ryan is responsible for the delivery of the PS&E including hydrology study, hydraulic study, and storm drain plans. SBCTA and City of San Bernardino, SR 210 at Waterman Avenue Interchange Project, San Bernardino, CA Senior Project Engineer. The Project will improve traffic operations and local circulation at the SR 210/Waterman Avenue intersection with East 30th Street and the eastbound SR 210 entrance ramp. The eastbound on-ramp will be widened to two lanes and will include a retaining wall. The bridge will be striped to provide dual northbound and southbound left -turn lanes at the intersection. *City of Ontario/Grove Avenue Interchange and Grove Avenue Widening The City of Ontario, in cooperation with the California Department of Transportation (Caltrans), proposed to improve the existing Interstate 10 (1-10)/Grove Avenue Interchange in the City of Ontario, California. The proposed improvements included a new interchange at Grove Avenue and widening of the Grove Avenue corridor from Fourth Street to Airport Drive. Tasks included hydraulic evaluation for major channel crossing, floodplain evaluation, hydrology and hydraulic analyses and preparation of drainage reports. *California Department of Transportation, Palo Comado Canyon Road/US 101 Interchange Final Design, City of Agoura Hills, CA The interchange was deficient with regard to safety and capacity. The project included bridge widening, street improvements, new on- and off -ramp configuration and modification, landscaping, aesthetics, and street lighting. Ryan provided final design's hydrology and hydraulic analyses, drainage design, and a stormwater data report. City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 ex n P. APPENDIX D ADDENDA ACKNOWLEDGEMENT -- GILIPOHNLI ATTACHMENT 7 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 1_ 2 Jw -- City of La Quinta I RFP - PS&E - Avenue 50 Bridge - BR-NBIL(547) - 2019-02 P e EXP 1 451 East Vanderbilt Way, Suite 375 1 San Bernardino, CA 92408 1 USA t: +1.949.257.5340 exp .com