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Proposal NV 5 - Engineering Services to Prepare Sewer Improvement Plansif *. - � T7 z ` .1 <f fir, tA1,� �-� ' :: - '_,.. p y-� �� - .,l ' �_ era '!:;- '•'�' � � .:1f`'�d' /��.�- ;v�s.�• ' -..:� , � .. ,�,,,��., - • � i#t� "'—J�z .. • . ,ne — [ 1lig _s...r-r QJ N V 5 PROPOSAL Submitted by NV5, Inc. 163 Technology Drive, Suite 100, Irvine, CA 92618 City of Rolling Hills 8" Sewer Main along Portuguese Bend Road/ Rolling Hills Road July 13, 2020 BLE OF CONTENTS Cover Letter Proposer's Background Qualifications + Experience Project Approach Proposed Personnel Quality Assurance/Quality Control Procedures References Schedule + Schedule Control Fee Schedule/Cost Proposal 01 02 04 07 10 22 23 24 26 City of Rolling Hills I 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 PN: P27020-0004239.00 July 13, 2020 City of Rolling Hills Attn: Elaine Jeng, P.E., City Manager 2 Portuguese Bend Road Rolling Hills, CA 90274 SUBJECT: Engineering Services to Prepare Sewer Improvement Plans N V 5 Dear Ms. Jeng, NV5, Inc. is excited to have the opportunity to provide Engineering Services to the City of Rolling Hills (City) for its 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road project. Our team has the knowledge and experience to assure your project is completed on schedule and within budget. NV5's strengths include the following: Current Partnership: NV5 is contracted through the City of Rancho Palos Verdes for the Rolling Hills Sewer Connection Concept Design, which explores the feasibility of a sewer connection for the residents adjacent to the Portuguese Bend area of Rolling Hills. The parcels are currently utilizing on -site septic disposal systems and our team is evaluating the concept of a sewer connection to include the required conveyance and pumping facilities to provide discharge of wastewater generated in portions of Rolling Hills' tributary to the existing Rancho Palos Verdes' collection system. The project requires involvement from City staff and stakeholders from Rolling Hills and Rancho Palos Verdes. In addition, NV5 is working with the City and directly with Ms. Jeng on the formation of the Eastfield Drive Utility Undergrounding Assessment District. Our services include preparing a preliminary and final Engineer's Report, boundary map and diagram; attending City Council meetings, staff meetings and utility coordination meetings; recording documents and maps, and more. Our constant communication with City staff for this project and knowledge of your community and stakeholders has given us insight into how the City operates, enabling us to provide outstanding cost- and time -efficient services. Relevant Experience: NV5 has a proven track record of successfully providing professional engineering design services to municipalities throughout Southern California, most of which have been repeat clients. Our proposed project team has completed several pipeline improvement projects for various clients, and details on our most relevant project experience can be found starting on page 4. Proposed Team: NV5 offers the City a team of dedicated engineering design professionals with an unparalleled reputation and proven expertise. Understanding both the project requirements and scope of work requested by the City, we have selected David Maher, PE, QSD/QSP, as Project Manager. Mr. Maher has more than 14 years of Public Works experience, which includes water/wastewater pipeline improvement projects throughout Southern California. COVID-19: The health and safety of our employees and those that they come into contact with is of highest importance. NV5 has instituted field safety protocols based on guidelines from the CDC, WHO and OSHA to help reduce our staff's risk of exposure to COVID-19. In addition, all of our staff are provided with the necessary equipment and are up-to-date and have access to the latest technologies, allowing them to work remotely effectively. Statement: I have read, understood, and agreed to all statements in this request for proposal and acknowledge receipt of all addendums/amendments as well as to the terms, conditions, and attachments referenced. NV5 looks forward to the opportunity to work with the City and help you achieve your goals and objectives. If you need further information, we may be reached by phone at (949) 585-0477, or electronically at jeff.cooper@nv5.com and david.maher@nv5.com. Thank you for your time and consideration. Sincerely, NV5 fey Je . cooper, PE Di of Infrastructure David Maher, PE Project Manager COMPANY INFORMATION/CONTACT Name: NV5, Inc. Authorized Signer: Jeffrey M. Cooper, PE Address 163 Technology Drive, Suite 100, Irvine, CA 92618 Telephone Number: (949) 585-0477 Email of Contact: jeff.cooper@nv5.com 163 Technology Drive, Suite 100 1 Irvine, CA 92618 1 www.nv5.com 1 Office: 949.585.0477 1 Fax: 949.409.8182 PROPOSER'S BACKGROUND FIRM PROFILE NV5, Inc. has been providing engineering and consulting services to public and private sectors for more than 70 years, delivering solutions through five business verticals: Construction Quality Assurance, Infrastructure, Energy, Program Management, and Environmental. With more than 100 offices nationwide and abroad, NV5 has access to over 2,000 employees in a variety of fields who help clients plan, design, build, test, certify and operate projects that improve the communities where we live and work. Our Irvine office specializes in the engineering design, construction management and inspection of capital improvement projects, including: streets, traffic systems, water and wastewater systems, drainage and flood control, parks and recreational facilities, vertical construction, and landscaping and grading. Our team includes licensed civil engineers, licensed contractors, construction managers, certified inspectors and experienced public works professionals. All team members have extensive experience working within the structure of municipal government and public construction policy and will seamlessly integrate with the City's team. KEY SERVICES The successful delivery of our products and services has resulted in repeat clients for a broad range of municipal projects. Our key services include: CIVIL ENGINEERING CONSTRUCTION DESIGN MANAGEMENT + INSPECTION PROJECT - MANAGEMENT CONSTRUCTABILITY. REVIEW PLAN CHECK AND REVIEW FEDERAL FUNDING MANAGEMENT STAFF AUGMENTATION SURVEY STRUCTURAL ENGINEERING MATERIALS TESTING + INSPECTION We maintain an extensive history of working with various local agencies. Throughout the course of completing myriad public works capital improvement projects, our team has demonstrated an unparalleled ability to work well with local agency staff, project stakeholders, engineers and contractors. We have successfully delivered projects in a timely and cost-effective manner, and we have acquired a keen understanding of local agency requirements, a critical element in the facilitation and resolution of project issues. We are excited about the opportunity to continue to serve the City and are committed to maintaining effective working relationships with your staff, relevant government agencies and project stakeholders. With a demonstrated ability to address public concerns, we are experts in a broad range of governmental interface, public outreach and community involvement, and we are genuinely committed to public participation as a way of planning and completing projects. Our team routinely performs these services as part of our delivery of public works projects and regard them as a vital component to project success. City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 2 PROPOSER'S BACKGROUND ECORP FIRM OVERVIEW Founded in 1987, ECORP is a California corporation that specializes in assisting government agencies and private clients with a wide range of environmental services including technical expertise in land use planning; biological, cultural, and water resources; and regulatory compliance with California Environmental Quality Act (CEQA) and National Environmental Policy Act (NEPA), Clean Water Act, federal and state Endangered Species Acts, NHPA, and other laws and regulations. They have well -established working relationships with the resources agencies, including the U.S. Army Corps of Engineers (USACE), California Department of Fish and Wildlife (CDFW), Regional Water Quality Control Board (RWQCB), and the U.S. Fish and Wildlife Service (USFWS). ECORP provides support over the life of a project, from initial baseline studies; to environmental planning, documentation, and review; permit negotiation, liaison with resource agencies, and mitigation design; and through to construction supervision, monitoring, and compliance reporting. ECORP brings to the City an experienced team of more than 100 CEQA and NEPA specialists, environmental permitting specialists, environmental analysts, terrestrial and aquatic biologists, wetland specialists, landscape architects, engineers, hydrologists, archaeologists/cultural resource specialists, and GIS specialists. Our current clients include numerous Public Works departments, utilities and special districts statewide. ECORP Consulting, Inc. 2861 Pullman Street Santa Ana, CA 92705 RELEVANT PROJECT EXPERIENCE On -Call Master Services Agreement for Environmental Services, San Bernardino and Riverside Counties - Yucaipa Valley Water District ECORP is providing on -call environmental services for water and wastewater projects in the cities of Yucaipa and Calimesa with the Yucaipa Valley Water District. Under this contract, ECORP is responsible for determining the appropriate environmental documentation and studies needed to comply with CEQA and to obtain the appropriate environmental permits for YVWD projects. Task orders completed under this on -call contract include the preparation and filing of categorical exemptions for small projects, the preparation of IS/MNDs for potable and non -potable pipelines, sewers and reservoirs, and construction monitoring. CEQA Plus IS/MND for Slack Sewer Assessment District. YVWD proposed to create a sewer assessment district to connect approximately 200 parcels that were served by individual septic systems to the sanitary sewer system. An Initial Study/Mitigated Negative Declaration was prepared for the installation of approximately 9,100 linear feet (1.7 miles) of sewer lines. Because the project would be funded by the State Revolving Fund loan program, the IS/MND was prepared to CEQA-Plus specifications. MND Addendum for the Expansion and Upgrade of the Henry N. Wachholz Wastewater Treatment Plant. The Yucaipa Valley Water District proposed upgrades and an expansion of its existing wastewater treatment plant. Environmental documentation (a Mitigated Negative Declaration) had been prepared and approved for the project. Subsequent changes to the plan were proposed that necessitated an Addendum to the MND. IS/MND and Permitting for a 30" Potable Water Pipeline. Prepared an IS/MND and associated permit applications for a new, 2 -mile, 30" potable water pipeline, which would cross Wildwood Creek. Coordinated with City of Yucaipa, who was proposing a new bridge at the pipeline location. Road Non -Potable Water Pipelines. Prepared an IS/MND for the installation of non -potable water pipelines in 2 roadways in the City of Yucaipa. The IS/MND was prepared on an expedited schedule to meet construction deadlines. A cultural resources survey of pipeline alignments was completed. Santa Ana Septic to Sewer Project - City of Santa Ana ECORP prepared a Draft IS/MND for the proposed Septic to Sewer Conversion Project ("Project") in Santa Ana. The Project proposes installing sewer mains and laterals and transferring existing residences and business from septic systems to the City's sewer system in the Pasadena Street/Medford Avenue/Deodar Street and Ponderosa Street neighborhoods previously unserved by the City. Technical studies included Air Quality/Greenhouse Gases, Energy, Noise and Phase 1 Environmental Site Assessment. The IS/MND was prepared in order to support anticipated applications for State grant funding for sewer improvements. City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 13 QUALIFICATIONS + EXPERIENCE ROLLING HILLS SEWER CONNECTION CONCEPT DESIGN CITY OF RANCHO PALOS VERDES 1 RANCHO PALOS VERDES, CA The residents adjacent to the Portuguese Bend area of the City of Rolling Hills are currently utilizing on -site septic disposal systems for wastewater disposal. Our team is contracted by the City of Rancho Palos Verdes to explore the feasibility of providing sewer service to these parcels in Rolling Hills. NV5 is evaluating the concept of a sewer connection to include required conveyance and pumping facilities to provide discharge of wastewater generated in portions of Rolling Hills' tributary to the existing Rancho Palos Verdes' collection system. General requirements for sewer facility implementation will be identified, and an opinion of total construction and project costs will be prepared. CERRITOS AVENUE & SOUTH STREET WATER MAIN REPLACEMENT CITY OF ANAHEIM 1 ANAHEIM, CA The project includes replacing existing 10 -inch Cast Iron Pipe (CIP) and 6 -inch Asbestos -Cement Pipe (ACP) with approximately 2,700 LF of new 12 -inch Ductile Iron Pipe (DIP) with four tie-in connections to existing water mains; replacing existing 8 -inch CIP with approximately 350 LF of new 12 -inch DIP with three tie-in connections to existing water mains; installing nine 12 -inch gate valves and four fire hydrant assemblies on the new 12 -inch mains; disconnecting and removing four hydrants on the existing mains; and replacing all existing lateral domestic water services on the existing 8- and 10 -inch CIP and 6 -inch ACP with new services on the 12 -inch DIP. SEWER MAIN IMPROVEMENTS CITY OF SANTA ANA 1 SANTA ANA, CA Our team is currently providing engineering design services for the 01d Grand Street, Santa Clara Avenue and Wright Street Sewer Main improvements. The project consists of replacing approximately 5,900 LF of existing sewer pipe, related laterals and manholes. Existing sewer main pipes include 3,000 LF of 15 -inch and 2,900 LF of 12 -inch sewer main. Existing sewer laterals will be replaced to the edge of the right-of-way to each property line. Services include preparation of plans, specifications and cost estimates, topographic survey, manhole details and utility research/ investigation. Sewer Connection Concept Design 1 City of Rancho Palos Verdes Sewer Main Improvements 1 City of Santa Ana DATES: JANUARY 2020 -CURRENT KEY PERSONNEL: JEFF COOPER, VANESSA PANETO DATES: MARCH 2020 -CURRENT KEY PERSONNEL: DAVID MAHER DATES: MARCH 2019 -CURRENT KEY PERSONNEL: DAVID MAHER, KHANH NGUYEN. NHAN LY City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 4 Non -Potable Water Main Expansion 1 City of Santa Monica QUALIFICATIONS + EXPERIENCE NON -POTABLE WATER MAIN EXPANSION CITY OF SANTA MONICA 1 SANTA MONICA, CA NV5 is currently providing engineering design services for the expansion of the city's non -potable water main system at various locations citywide. The system currently consists of more than 26,000 LF of ductile iron pipe ranging in diameter from 4 inches to 12 inches. Our team is responsible for providing all PS&E, including construction drawings, documents, cost estimates, survey, utility research, construction bidding support, traffic control plans, and construction phase support services for this expansion. The project is being broken up into two phases. Phase 1 consists of the design of 1,400 LF of non -potable water pipe on 5th Street from Santa Monica Boulevard to Colorado Avenue. Phase 2 includes the connection of the existing non -potable water main running along Olympic Boulevard to the City Yards (2500 Michigan Avenue). WALNUT STREET WATER MAIN REPLACEMENT CITY OF LOMITA I LOMITA, CA Our team provided engineering design services for the Walnut Street Water Main Replacement and Street Rehabilitation. The objective of the project is to replace and upsize 1,800-LF of aging water main and to rehab Walnut Street within the water main replacement project limit, including design of ADA curb ramps. The project was originally designed by another firm and then revived several years later after the City obtained the funds necessary to complete construction. Services included reviewing and revising the existing plans, specifications and cost estimates. Design services included utility research, constructability review, and obtaining the required Caltrans encroachment permit for the water main connection. CORRYNE AND SLAUSON AREA MAIN REPLACEMENTS GOLDEN STATE WATER COMPANY I CULVER CITY, CA Our team provided engineering design services for water line improvements for GSWC in its Culver City Water System, located in Los Angeles County. The design consisted of replacing and abandoning 1,600 LF of undersized pipe with 8 -inch and 12 -inch PVC, connections to existing mains, and replacement of existing fire hydrants and water services. The project was located in the public right-of-way (ROW) along with a portion in the Caltrans ROW. Significant coordination with Caltrans took place throughout the project, as a section was located under the freeway overpass. Our team also created in-house traffic control plans and obtained a Caltrans Encroachment Permit. Walnut Street Water Main Replacement 1 City of Lomita DATES: APRIL 2019 -CURRENT KEY PERSONNEL: DAVID MAHER, KHANH NGUYEN, NHAN LY DATES: APRIL 2018 - MAY 2019 KEY PERSONNEL: DAVID MAHER, VANESSA PANETO DATES: FEBRUARY 2017 -DECEMBER 2017 KEY PERSONNEL: KHANH NGUYEN, VANESSA PANETO City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 5 QUALIFICATIONS + EXPERIENCE KEY STAFF QUALIFICATIONS Name/Office Location David Maher, PE, QSD/QSP Irvine, CA Luanne Bean, PE Irvine, CA Vanessa Paneto, PE Irvine, CA Khanh Nguyen Irvine, CA Nhan Ly Irvine, CA Pete Golding, PLS San Diego, CA James Nicolau IV, PLS Irvine, CA Tom Holm, AICP Santa Ana, CA Alfredo Aguirre, AICP Santa Ana, CA Seth Myers Santa Ana, CA Role Project Manager QA/QC Manager Project Engineer/ 4 Designer Project Engineer/ 17 Designer Project Engineer/ 5 Designer Survey 45 Survey 14 Environmental 35 Environmental 10 Environmental 14 Years Education, Certifications & Licenses B.S. Civil Engineering 14 Civil Engineer (CA) No. 86136 Qualified SWPPP Developer/Practitioner M.S. Civil Engineering B.S. Civil Engineering Civil Engineer (CA) No. 50129 30 FEMA OPS - I HAZMAT First Responder/Operations Level DOT Offers of Bulk and Non -Bulk HAZMAT Packages Nuclear Waste Safety for Workers M.S. Civil Engineering B.S. Civil Engineering Civil Engineer (CA) No. 91559 B.S. Civil Engineering B.S. Civil Engineering OCTA Certified: Portland Cement Concrete (PCC) Distress Training OCTA Certified: Asphalt Concrete (AC) Distress Training B.A. Mathematics Professional Land Surveyor (CA) No. 4768 Professional Land Surveyor (CA) No. 9238 Envision Sustainability Professional/Institute for Sustainable Infrastructure M.A. Urban and Regional Planning B.A. Political Science American Institute of Certified Planners (AICP) B.S. Urban and Regional Planning American Institute of Certified Planners (AICP) B.A. Environmental Studies and Planning City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 6 PROJECT APPROACH PROJECT UNDERSTANDING The City of Rolling Hills evaluated the feasibility of connecting a portion of the City to a nearby existing wastewater conveyance system. Based on the sewer feasibility study, it is recommended to install a new 8" sewer main along Portuguese Bend Road and upgrade existing sewer main along Rolling Hills Road to a 10" and 12" sewer main prior to connecting to the Los Angeles County Trunk line. The new sewer extension will serve the City Hall, a Tennis Court Site and upstream properties. NV5 will note the recommendations expressed by Wildan in the Sewer Feasibility Study and make recommendations as discovered during the design process. SCOPE OF WORK The NV5 team has the size, depth and experience to commit the necessary personnel to meet your schedules and deadlines. The scope of work includes the preparation of plans, specifications, engineer's estimate of probable construction cost and bid support services for the installation of the new gravity sewer line. We are represented by highly experienced professionals who have proven track records managing public works projects. Our professional engineering design services for this - project will include all services as listed in the Request for Proposal (RFP) including but not limited to the following: 1. Project Management and Administration 1.1 Meetings We have included sufficient time and budget in our proposal to manage the project from start to finish including progress, budget and schedule oversight for in-house and sub consultant work. Our tasks for project management and administration include: • Following the notice to proceed, NV5 will schedule and attend a kick-off meeting with City staff to initiate the project; establish lines of communication; review and refine, if needed, the project scope of work and schedule; establish design guidelines; discuss project parameters and constraints; and obtain background information. • Participate in meeting(s) with City staff to discuss the project objectives and attend City Council meeting to answer any questions. Expected meetings listed below. o Scoping/Kick Off (2) o Utility (2) o Stakeholders (2) o City Council (2) o Design Review with Staff (2) 1.2. CEQA Process Overview Our subconsultant ,ECORP, will prepare a technical memorandum that specifically addresses the feasibility of pursuing the following CEQA processes and determinations for the project - CEQA Statutory Exemption; or CEQA Categorical Exemption; or CEQA Initial Study and Mitigated Negative Declaration (IS/MND). Considerations associated with each approach are briefly described as follows. Statutory Exemption Using the Project information provided by the City, our team will determine if the Project fits the requirements for a statutory exemption. A preliminary review of the Project indicates that the Sewer Main Improvement project may qualify for a Statutory Exemption in accordance with Section 15282(k) of the CEQA Guidelines. This exemption allows for installation of new pipeline or the maintenance, repair, restoration, reconditioning, relocation, replacement, removal, or demolition of an existing pipeline within a public street or highway or any other public right-of-way as long as the project does not exceed one mile in length. There are no CEQA exceptions to review for a Statutory Exemption. Environmental process issues and feasibility of this approach will be addressed in the memorandum. Categorical Exemption (CE) Our team will review the list of Categorical Exemptions (CE) in CEQA § 15300 to 15332 to determine if the Project fits any of the requirements for a CE. The technical memorandum will address the CE Exceptions (§15300.2) for CE Classes where these exceptions apply. Environmental considerations, the potential need for any supporting technical studies, and feasibility of this approach will be discussed in the memorandum. Initial Study and Mitigated Negative Declaration (IS/MND) Our team's technical memorandum will evaluate any project environmental issues and process considerations that would require preparation of a CEQA IS/MND. Environmental issues, provisions for public comment, process schedule, and potential need and advantages of this type of CEQA document in support of future grant funding applications, are among the issues to be considered. Deliverable: Our team will submit the CEQA Process Overview and meet with the project team and City to discuss findings and recommendations. Should a determination be made that a CEQA IS/MND is needed, our team will initiate this process with preparation of the Initial Study (Task 8). City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 7 PROJECT APPROACH 1.3. Utility Research NV5 will research and review available records and utilities, and confirm all known underground and overhead utilities on the project base map. The plans and specifications will require the Contractor to pothole locations where conflicts may occur, and those potential locations will be clearly identified on the plans. 1.4. Project Schedule Records NV5 will develop and maintain a project schedule for approval based on the City approval process and grant restrictions if applicable. 1.5. Research, Survey, and Base map Preparation • Perform field reconnaissance to inspect, photograph and make field notes to document the existing site and surrounding environment and become familiar with project conditions, limitations and possibilities. • Research and review existing plans. The City will provide existing plans if available. We will research the City's records to obtain all available as -built improvement plans and record drawings, water and sewer atlas maps, sewer feasibility study, parcel maps, right-of-way data, address/business lists, reports, sample specifications and contract documents and any other information pertinent to the project. Collection of data will also include contact and coordination with public and private agencies that have utilities or facilities in the vicinity of the project area to obtain their records and requirements. • NV5 will provide a base map for the sewer main realignment project. o The base map will include aerial photogrammetry for preparation of the base construction drawings. o The base map will include all manholes, water valves, utility vaults, power poles, and other visible facilities. These will all be identified on the map. o NV5 will prepare base construction drawings on 24"x36" sheets with a standard City title block, using AutoCAD format. The plan and profile sheet(s) will be prepared at a horizontal scale of 1" = 40' and a vertical scale of 1" =4'. o The base construction drawings will include the standard signature block, sewer general notes, locations/sizes of all utilities, locations of buried - infrastructure, above ground improvements, easements, property lines, rights -of -way, property addresses and pertinent survey data. 2. Design (Plans Specifications and Cost Estimate) The construction plans will be prepared to conform to the general requirements of the City with consideration for the needs of the contractor's construction operations. NV5 will deliver completed and approved construction drawings on or ahead of the project schedule. All plans will be prepared and submitted considering value engineering and in a manner that ensures a complete design approved by the City with assumed three (4) plan checks during the submittals (65%, 90% and 100% and Final). The construction drawings will conform to the appropriate applicable standards and as approved by the City. We will meet with the City to discuss and review comments before proceeding to prepare the next step plans. NV5 will process the plans through the City and other agencies for approval. Construction plans will include plan and profile sheets for the new and all details necessary for the construction of the proposed facilities. Plans will be prepared in the latest version of AutoCAD and using City's drafting standards. Each plan sheet shall be on the standard 24 -inch by 36 - inch sheet size. Plan and profile sheets will be scaled at 1 -inch equals 40 -feet horizontal A. It is anticipated that the design plans will include the following 9 plan sheets: SHEET T-1 G-1 TITLE Title Sheet General Notes, Legend, Abbreviations, Basis of Bearings C-1-5(5 Sheets) C-6-8(2 Sheets) Rolling Hills Road Sewer - Plan & Profile Deliverables: Details NV5 will submit the following deliverables: 1. Mylar Plots 2. Record Drawings NV5 will prepare record drawings for the 8 -inch Sewer Main along Portuguese Bend Road/Rolling Hills Road installation. We will incorporate field as -built information provided by the City. 3. Specifications NV5 will prepare Project Specifications at 65%, 90%, 100% and Final submittal: The specifications will conform with the current Standard Specifications for Public Works Construction (Greenbook). The Specifications will provide the required permits, standards and reference materials. City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 8 PROJECT APPROACH 4. Cost Estimate NV5 will prepare an engineer's construction estimate for the designed Project at the 65% submittal and 100% submittal. 5. Permitting and Regulations NV5 will prepare all necessary documents and will apply for encroachment permits with the Cities of Rolling Hills Estates, Torrance and Los Angeles County in order to install the proposed sewer line within their respective areas. NV5 will coordinate the connection fee payment to the California Health and Safety Code in order to discharge into LA County's Palos Verdes North Slope Relief Trunk Sewer Section 1. We will meet with these agencies and will address their comments as necessary to obtain required permits. Permit documents and approvals will be included as an appendix to the contract documents. 6. Bid Support We will provide bidding assistance including responding to RFI's and RFC's, and provide sketches for clarification if needed. 7. Construction Support Services The NV5 team will be available to attend the preconstruction meeting and other meetings with staff, agencies, and the public as required. We will also review the Contractor's submittals for conformance with contractor documents and respond to Requests for Information. We will also be available to clarify design related issues at all times and obtain necessary permits from affected agencies and utility companies. 8. Level of CEQA Service (Optional) Pending results of the CEQA Process Review (Task 1.2), an Initial Study/Mitigated Negative Declaration may be required to support CEQA approvals. CEQA Initial Study/Mitigated Negative Declaration (IS/ MND): The CEQA IS would be prepared using the approved checklist format from the City or most recent revisions to Appendix G of the CEQA Guidelines. Our team will prepare a description of the project including the location of the project area; a brief description of the environmental setting; an identification of environmental effects using the above -referenced checklist format; substantial evidence to support the checklist entries; and a list of references and preparers. A Phase 1 Environmental Site Assessment and technical assessments for Air Quality and Greenhouse Gas Emissions, and Noise and Vibration are proposed. Phase 1 Environmental Site Assessment: A Phase I Environmental Site Assessment (ESA) will be performed for the subject site in accordance with the ASTM Standard Practice for Environmental site Assessments Designation E 1527-13. The ESA report will provide a discussion of any identified recognized environmental conditions (RECs) and areas of concern. Indications of prior releases of hazardous substances will be obtained via multiple sources including but not limited to: regulatory agency database searches, agency file searches, interviews with personnel familiar with current and past land use practices, review of aerial photographs, and a site reconnaissance. Assessments for prior releases of hazardous substances will also be made for adjacent and/ or nearby properties. Deliverables: • Draft/Final Technical Studies • Administrative Draft IS/MND • Public Review Draft IS/MND • CEQA Notices • Final IS/MND & MMRP CEQA Schedule TASK/ACTIVITY CEQA Project Kickoff/AB 52 Tribal Notification(s) by City Admin Draft IS/MND City Review Close of AB 52 Tribal Resources Consultation Draft IS/MND Notice of Intent/ Notice of Completion Agency/Public Review Final IS/MND (includes Responses to Comments) City Review Notice of Determination TIME FRAME FOR COMPLETION NTP/CEQA Project Kickoff No later than 5 weeks from 65% Design Plans 2 weeks Prior to Draft IS/MND publication 1 week With Draft IS/MND 30 calendar days 2 weeks 1 week Filed with the Los Angeles County Clerk Recorder within 5 days of MND adoption City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 9 PROPOSED PERSONNEL ORGANIZATION CHART Our team of experts brings direct, relevant, successful and current experience working on projects of similar scope and complexity. We are equipped with the resources to provide the City with the requested engineering services. Shown below are team roles and responsibilities. DIRECTOR OF INFRASTRUCTURE Jeffrey M. Cooper, PE Pete Golding, PLS James Nicolau IV, PLS PROJECT MANAGER QA/QC MANAGER David Maher, PE, QSD/QSP PROJECT ENGINEERS/ DESIGNERS Vanessa Paneto, PE Khanh Nguyen Nhan Ly Luanne Bean, PE ENVIRONMENTAL *ECORP CONSULTING Tom Holm, AICP Alfredo Aguirre, AICP Seth Myers * SUBCONSULTANT City of Rolling Hills I 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 110 PROPOSED PERSONNEL CONTACT INFO david.maher@nv5.com EXPERIENCE 14 years EDUCATION B.S. Civil Engineering LICENSES/CERTIFICATES Civil Engineer (CA) No. 86136 Qualified SWPPP Developer Qualified SWPPP Practitioner N V 5 DAVID MAHER, PE, QSD/QSP Project Manager Mr. Maher has more than 14 years of experience with various capital improvement and utility projects. His qualifications include designing various water and wastewater projects, including mechanical, structural, civil elements utilizing CAD software, and project coordination. He has both design and construction management experience with projects, such as sewage treatment plants that included several types of buildings like above -ground and underground concrete tanks, precast concrete manholes, retaining walls, administration buildings, and tankers discharge facilities. He has extensive real -world knowledge in the fields of construction superintendent experience, project cost control, subcontracts management, scheduling and cost estimation, plan checking, and permit coordination. Project Experience Non -Potable Water Main Expansion CITY OF SANTA MONICA 1 SANTA MONICA, CA Project Manager. Mr. Maher is responsible for preparation of plans, specifications, cost estimates, and oversight for the expansion of the city's non -potable water main system at various locations citywide. The system currently consists of more than 26,000 LF of ductile iron pipe, ranging in diameter from 4 inches to 12 inches. Our team is responsible for providing all PS&E, including construction drawings, documents, cost estimates, survey, utility research, construction bidding support, traffic control plans, and construction phase support services for this expansion. Cerritos Avenue & South Street Water Main Replacement CITY OF ANAHEIM 1 ANAHEIM, CA Project Manager. Mr. Maher is managing the team preparing the plans, specifications and cost estimates for the installation of new water mains at Cerritos Avenue and South Street. The project includes replacing existing 10 -inch Cast Iron Pipe (CIP) and 6 -inch Asbestos -Cement Pipe (ACP) with approximately 2,700 LF of new 12 -inch Ductile Iron Pipe (DIP) from Brookhurst Street to Nutwood Street with four tie-in connections to existing water mains; replacing existing 8 -inch CIP with approximately 350 LF of new 12 -inch DIP from Disneyland Drive to Hazelwood Street with three tie-in connections to existing water mains; installing nine 12 -inch gate valves and four fire hydrant assemblies on the new 12 -inch mains; disconnecting and removing four hydrants on the existing mains; and replacing all existing lateral domestic water services on the existing 8- and 10 -inch CIP and 6 -inch ACP with new services on the 12 -inch DIP. Walnut Street Water Main Replacement and Street Rehabilitation CITY OF LOMITA 1 LOMITA, CA Project Manager. Mr. Maher provided engineering design services for the Walnut Street Water Main Replacement and Street Rehabilitation. The project was originally designed by another firm and then revived several years later after the City obtained the funds necessary to complete construction. Services included reviewing and revising the existing plans, specifications and cost estimates, including conducting utility investigation, constructability review, and obtaining the required Caltrans encroachment permit for the water main connection. City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 11 PROPOSED PERSONNEL Flower Street, 17th Street & Greenleaf Street Sewer Main Improvements CITY OF SANTA ANA 1 SANTA ANA, CA Project Manager. Mr. Maher oversaw the team that provided engineering design services for the Flower Street, 17th Street and Greenleaf Street Sewer Main Improvements project. The project consists of replacing approximately 4,500 LF of existing sewer pipe, related laterals and manholes. Pipe diameters range from 8 inches to 15 inches. Existing sewer laterals will be replaced to the edge of the right-of-way to each property line. Services include preparation of plans, specifications and cost estimates, topographic survey and utility research/investigation. Grandview Pump Station CITY OF GLENDALE DEPARTMENT OF WATER & POWER 1 GLENDALE, CA Project Manager. Mr. Maher is leading the team providing engineering services for design and construction support of the Grandview Pump Station Replacement. Our team is preparing plans, specifications and cost estimate for the removal and replacement of the existing Pump and Motor No. 2 with a new pump and motor. Grandview Pump Station is more than 70 years old and pumps about 25 percent of the City's water supply. The main goal of the project is to increase the reliability and efficiency of the facility by replacing the 72 -year -old Pump No. 2, which continues to experience failures. In addition, NV5 is coordinating with the City's SCADA integrator to ensure all modifications during the design will be in line with the City's control system. Leahy Avenue Well Drilling and Equipping BELLFLOWER SOMERSET MUTUAL WATER COMPANY 1 BELLFLOWER, CA Project Manager. Mr. Maher is managing our team's civil and mechanical engineering design and technical specifications for the abandonment of an existing well and equipping of a new high -capacity groundwater well, located on BSMWC's property at 14740 Leahy Avenue. The well equipping design is coordinated with the new well drilling and pump test data provided by Geoscience Services. North Bay Intake Pump Station Replacement LAKE ARROWHEAD COMMUNITY SERVICES DISTRICT 1 LAKE ARROWHEAD, CA Project Engineer. The project included an onshore pump station, 20 -inch CML discharge water pipeline, 450 feet of 18 -inch HDPE intake water pipeline, 220 feet of 12 -inch HDPE overflow pipeline, three offshore pumps, restroom, and electrical building extension, site plan for new facilities, including grading, and demolition plans of existing facilities. Managed structural and electrical design coordination, utilities research, and dewatering during construction to existing sewer network using temporary duty and standby pumps, and high -line pipeline. The project included an onshore pump station concrete building that consists of a wet well floor, second floor for three 1,300-gpm pumps and surge tank, roof floor and stairs; a restroom building that complies with ADA requirements; and mechanical plans and sections. Construction management included reviewing and approving submittals and construction schedule, answering RFIs, reviewing change orders, progress meeting and site visits. Mr. Maher also provided construction support services. Equipping Well No. 240 / Well No. 205 Replacement RANCHO CALIFORNIA WATER DISTRICT 1 TEMECULA, CA Project Engineer. The project included demolition of existing Well No. 205, site plan and equipping for new Well No. 240 facilities. Design elements for the 1,800-gpm vertical turbine wellhead included pump and motor pedestal; on -site sodium hypochlorite generation (OSG) system; MCC; electrical design and power coordination with SCE; 12 -inch CML&C discharge piping, and a 6 -inch pump to waste and high-pressure control piping; wellhead product water lubrication system; and chemical feed line and connections. Murrieta Road Booster Pump Station Replacement EASTERN MUNICIPAL WATER DISTRICT 1 MURRIETA, CA Mechanical Design Engineer. The project included a replacement of an existing pump station; preparing a study for best options to operate the existing pump station while constructing the new station; relocation of existing bypass piping; new facility discharge piping, including pump selection, bypass piping, fittings, valves and meters; chlorine and ammonia units; and chemical piping and injection points. City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 12 PROPOSED PERSONNEL CONTACT INFO luanne.bean@nv5.com EXPERIENCE 30 years EDUCATION M.S. Civil Engineering B.S. Civil Engineering LICENSES Civil Engineer (CA) No. 50129 REGISTRATIONS FEMA OPS - I HAZMAT First Responder/ Operations Level DOT Offers of Bulk and Non -Bulk HAZMAT Packages Nuclear Waste Safety for Workers N V 5 LUANNE BEAN, PE QA/QC Manager Ms. Bean has more than 30 years of experience in the design and management of water and wastewater projects. Her technical skills include structural analysis and design, mechanical analysis, instrumentation and control, the preparation of plans, specifications and cost estimates, as well as construction management. She has held various positions with many public agencies, including the Long Beach Water Department, Victor Valley Wastewater Reclamation Authority, Indio Water Authority, Metropolitan Water District, and FEMA. Ms. Bean's technical experience includes large- scale public works projects for capital improvement programs, including construction oversight, contract administration, document control, cost and schedule control, quality control, structural analysis, and design. Project Experience California Avenue Sewer Main CITY OF CORONA 1 CORONA, CA Construction Manager. As part of the Arantine Hills Sewer projects, Ms. Bean oversaw the construction management and inspection services on the California Avenue Sewer Main project, which consisted of nearly 9,000 LF of sewer main up to 24 feet deep within the congested City streets. After initial potholing, some extensive field rework was required to fit the sewer line into the City streets due to unforeseen conflicts not originally shown on the plans. These conflicts were found during potholing and necessitated going back to the Department of Health for encroachment to the City's potable water line with the new sewer construction. NV5 also has provided public outreach and full-time soils compaction testing for the cut -and -cover conventional trench and bore -and -jack construction through congested intersections. This project served the final completed run connecting the Arantine Hills Lift Station to the Arantine Hills Force Main through this gravity interceptor, allowing conveyance of the City's sewer to its downtown treatment plant. Upon completion of the project, the City planned to abandon other lift stations and smaller, aging wastewater treatment plants. Long Beach Water Department Emergency Project LONG BEACH WATER DEPARTMENT 1 LONG BEACH, CA Construction Manager. Ms. Bean oversaw the construction management and inspection services for the completion of an emergency project for the Long Beach Water Department. The project provided LBWD a connection to the Los Angeles County Sanitation District's (LACSD) reclaimed water pipeline. While initially being constructed by a different contractor under the jurisdiction of LACSD, after construction was underway, LACSD's Contractor abandoned the project and LBWD agreed to take over the work. Work involved construction of additional 25 -foot -deep shoring within 5 feet of the operational LACSD operational plant. Managing high groundwater along with keeping the existing plant operational during construction were just a few of the important construction missions to accomplish. 15th Street and Cherry Avenue Sewer Replacement Project CITY OF LONG BEACH 1 LONG BEACH, CA • - ` Construction Manager. Ms. Bean was the Construction Manager for the replacement of 565 LF of 8 -inch cement sewer to 12 -inch VCP sewer, and the reconnection of the sewer laterals. City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 13 PROPOSED PERSONNEL CONTACT INFO vanessa.paneto@nv5.com EXPERIENCE 4 years EDUCATION M.S. Civil Engineering B.S.'Civil Engineering LICENSES Civil Engineer (CA) No. 91559 N V 5 VANESSA PANETO, PE Project Engineer/Designer Ms. Paneto has more than four years of experience working on various civil engineering projects in Orange, San Bernardino, Riverside, and Los Angeles counties, including several small- and large- scale water/wastewater capital improvement projects and utility undergrounding projects. She is proficient in AutoCAD and preparing hydrology, WQMP/LID, and SWPPP reports. Her professional and dedicated civil engineering experience stems from increasingly responsible positions within public agencies, including the City of San Juan Capistrano. Project Experience Rolling Hills Sewer Connection Concept Design CITY OF RANCHO PALOS VERDES 1 RANCHO PALOS VERDES AND ROLLING HILLS, CA Assistant Engineer. Ms. Paneto is assisting the team contracted by the City of Rancho Palos Verdes to explore the feasibility of providing sewer service to parcels adjacent to the Portuguese Bend area of the City of Rolling Hills who are currently utilizing on -site septic disposal systems for wastewater disposal. Our team is evaluating the concept of a sewer connection to include required conveyance and pumping facilities to provide discharge of wastewater generated in portions of Rolling Hills' tributary to the existing Rancho Palos Verdes' collection system. General requirements for sewer facility implementation will be identified, and an opinion of total construction and project costs will be prepared. Union Avenue Sewer Lateral Rerouting CITY OF WHITTIER 1 WHITTIER, CA Associate Engineer. Ms. Paneto assisted in developing plans, specifications and estimates for the replacement of an existing 85 -year -old 6 -inch water main that runs in Union Avenue from Philadelphia Street to Penn Street along Pierce Avenue. Due to its inaccessibility because of development of the area, the improvements would relocate the sewer main to a more accessible location along with manholes. New mains are to be designed with 8 -inch PVC sewer lines. Corryne and Slauson Area Main Replacements and Abandonment GOLDEN STATE WATER COMPANY 1 CULVER CITY, CA Assistant Engineer. Ms. Paneto assisted in the design and draft of plans for the replacing and abandoning of 1,600 LF of undersized and old 4 -inch, 6 -inch, and 10 -inch cast iron water mains with 8 -inch and 12 -inch PVC in the public right-of-way (ROW). The purpose of this project is to improve water quality, increase fire flows, reduce maintenance costs, and improve system reliability within the GSWC service area. This project is set to be constructed in five sequences. Palm Avenue Infrastructure Improvements CITY OF WHITTIER 1 WHITTIER, CA Associate Engineer. Ms. Paneto assisted in developing plans, specifications and estimates for replacement of an existing 85 -year -old 6 -inch water main, 8 -inch sewer main with 8 -inch SDR-35 sewer main and street reconstruction along Palm Avenue between Whittier Boulevard and Beverly Boulevard. This reach will replace approximately 5,000 LF of pipeline and street pavement. City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 14 PROPOSED PERSONNEL CONTACT INFO khanh.nguyen@nv5.com EXPERIENCE 17 years EDUCATION B.S. Civil Engineering N V 5 KHANH NGUYEN Project Engineer/Designer Mr. Nguyen has more than 17 years of project engineering and management experience in water, wastewater and civil engineering. As a staff engineer, his work includes preparing construction design reports, engineering plans and specifications for water and recycled water pipelines design, street and storm drain planning and design, grading and earthwork calculation using AutoCAD Civil 3D, reservoir rehabilitations, pump facilities, hydraulic analysis, and water and wastewater facilities planning. His pipeline design projects include pipeline alignments and profiles for domestic water, reclaimed water and sewer lines. Project Experience Flower Street, 17th Street & Greenleaf Street Sewer Main Improvements CITY OF SANTA ANA 1 SANTA ANA, CA Design Engineer. Mr. Nguyen provided engineering design services for the Flower Street, 17th Street and Greenleaf Street Sewer Main Improvements project. The project consists of replacing approximately 4,500 LF of existing sewer pipe, related laterals and manholes. Pipe diameters range from 8 inches to 15 inches. Existing sewer laterals will be replaced to the edge of the right-of-way to each property line. Services include preparation of plans, specifications and cost estimates, topographic survey and utility research/investigation. Non -Potable Water Main Expansion CITY OF SANTA MONICA 1 SANTA MONICA, CA ' Design Engineer. Mr. Nguyen is providing engineering design services for the expansion of the city's non -potable water main system at various locations citywide. The system currently consists of more than 26,000 LF of ductile iron pipe, ranging in diameter from 4 inches to 12 inches. Our team is responsible for providing all PS&E, including construction drawings, documents, cost estimates, survey, utility research, construction bidding support, traffic control plans, and construction phase support services for this expansion. Palm Avenue Infrastructure Improvements CITY OF WHITTIER 1 WHITTIER, CA Design Engineer. Mr. Nguyen designed/drafted plans and specifications for replacement of an existing 85 -year -old 6 -inch water main, 8 -inch sewer main with 8 -inch SDR-35 sewer main and street reconstruction, along Palm Avenue between Whittier Boulevard and Beverly Boulevard. This reach will replace approximately 5,000 LF of pipeline and street pavement. Corryne and Slauson Area Main Replacements and Abandonment GOLDEN STATE WATER COMPANY 1 CULVER CITY, CA Design Engineer. Mr. Nguyen designed/drafted plans for the replacing and abandoning of 1,600 LF of undersized and old 4 -inch, 6 -inch, and 10 -inch cast iron water mains with 8 -inch and 12 -inch PVC in the public right of way (ROW). The purpose of this project is to improve water quality, increase fire flows, reduce maintenance costs, and improve system reliability within the GSWC service area. This project is set to be constructed in five sequences. City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 115 PROPOSED PERSONNEL CONTACT INFO nhan.ly@nv5.com EXPERIENCE 5 years EDUCATION B.S. Civil Engineering LICENSES/CERTIFICATES OCTA Certified: Portland Cement Concrete (PCC) Distress Training OCTA Certified: Asphalt Concrete (AC) Distress Training AFFILIATIONS American Society of Civil Engineers (ASCE) California Land Surveyors Association (CLSA) N V 5 N HAN LY Project Engineer/Designer Mr. Ly has more than five years of experience working on various civil/electrical engineering projects throughout California. His professional experience includes preparing construction plans, design services, and cost estimates for various projects. He is proficient in AutoCAD, MicroStations, GIS, Ed Web Viewer, FAA, FFE/EES, SAP, Osmose 0-Calc, JPA, and ProjectWise technical software. Mr. Ly is also fluent in Vietnamese and possesses strong management and leadership skills. Project Experience Abalone Cove Lift Station Improvements CITY OF RANCHO PALOS VERDES 1 RANCHO PALOS VERDES, CA Assistant Engineer. Mr. Ly is assisting the team providing engineering design services for the Abalone Cove Sewer System Improvements project. The sewer includes four lift stations. The two larger lift stations (Sweetbay/Altimira and Abalone Cove) have been converted to allow the use of 3 -phase electrical power for the duplex 10 -HP pumps and the two smaller lift stations (Thyme and Sweetbay East) currently operate using the originally installed electrical system, which provides single-phase power to the duplex 7'/2 -HP pumps. Improvements will include improving the condition and capacity needs of the four lift stations. Our team is responsible for providing all plans, specifications, and estimates including lift station mechanical and electrical upgrades and details, SCADA alarm notification equipment detection, construction schedule, engineers estimate of probable cost and plan review meetings after each submittal. Non -Potable Water Main Expansion CITY OF SANTA MONICA 1 SANTA MONICA, CA Assistant Engineer. Mr. Ly is assisting the team providing engineering design services for the expansion of the city's non -potable water main system at various locations citywide. The system currently consists of more than 26,000 LF of ductile iron pipe, ranging in diameter from 4 inches to 12 inches. Our team is responsible for providing all PS&E, including construction drawings, documents, cost estimates, survey, utility research, construction bidding support, traffic control plans, and construction phase support services for this expansion. Walnut Street Water Main Replacement and Street Rehabilitation CITY OF LOMITA 1 LOMITA, CA Assistant Engineer. Mr. Ly is assisting the team providing engineering design services for the Walnut Street Water Main Replacement and Street Rehabilitation. The objective of the project is to replace and upsize 1,800-LF of aging water main, and to rehab Walnut street within the water main replacement project limit that include design of ADA curb ramps. The project was originally designed by another firm and then revived several years later after the City obtained the funds necessary to complete construction. Services included reviewing and revising the existing plans, specifications and cost estimates, Design services included including conducting utility research investigation, constructability review, and obtaining the required Caltrans encroachment permit for the water main connection. He is currently providing construction support services on the project. City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 16 PROPOSED PERSONNEL ECORP Consulting, Inc. ENVIRONMENTAL CONSULTANTS Tom Holm, AICP Senior Environmental Planner/Project Manager Mr. Holm offers over 35 years of diverse group management and environmental planning experience on a variety of environmental, natural resource and regulatory compliance projects. He has been actively involved in broad -based NEPA and CEQA-related projects throughout Southern and Central California including transportation corridors and highways, major public works and infrastructure, large master - planned communities, and water resources projects. Education/Certifications • M.A., Urban and Regional Planning, University of California, Los Angeles • B.A., Political Science, University of California, Irvine • American Institute of Certified Planners (AICP) Professional Experience Septic to Sewer Project for Multiple Streets in a Residential Area, Orange County — City of Santa Ana as a Sub to Huitt-Zollars. Project Manager. The project proposed installing sewer mains and laterals and transferring existing residences and business from septic systems to the City's sewer system in the Pasadena Street/Medford Avenue/Deodar Street and Ponderosa Street neighborhoods previously unserved by the City. Prepared a draft CEQA Initial Study/Mitigated Negative Declaration, supported by Air Quality/Greenhouse Gases, Noise and Phase 1 Environmental Assessments for the Project. The CEQA document was prepared to support a grant application for state funding for sewer improvements. San Juan Creek Property, Orange County — South Coast Water District. EIR. Managed feasibility studies, Concept Master Plan development and certified Program EIR for SCWD's 30.5 -acre property in the Capistrano Beach district in the City of Dana Point. The EIR consolidated and updated all previous plans and environmental documentation in order to evaluate impacts of long-range master plan alternatives for the phased, integrated development of District facilities, commercial uses and open space. Victoria Wastewater Treatment Plant, Orange County — South Coast Water District. Project Director. Supervised an MND to support demolition and removal of the Victoria WWTP at the District's Capistrano Beach property. Open Reservoir Water Quality Improvement Program Environmental Review, Los Angeles County — City of Los Angeles. CEQA/NEPA Review Team Lead. Performed review of environmental databases, technical studies, and EIR sections for LADWP, the Mediation Institute and member homeowner associations of the Coalition to Preserve Open Reservoir (CPOR). Projects included the Hollywood Water Quality Improvement Project EIR, the Stone Canyon Reservoir Water Quality Improvement Project EIR, and Rowena Reservoir Expanded IS/MND. Work included adequacy reviews of technical studies and EIR sections prepared by Los Angeles Department of Water and Power, and CEQA training workshops for LADWP staff and CPOR. City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 17 PROPOSED PERSONNEL ECORP Consulting, Inc. ENVIRONMENTAL CONSULTANTS Alfredo Aguirre, AICP Senior Environmental Planner Mr. Aguirre's professional experience involves California Environmental Quality Act (CEQA) and National Environmental Policy Act (NEPA) analysis and document preparation for government agencies and private clients. He has prepared a variety of environmental documents, including Initial Studies (IS), Negative Declarations, Mitigated Negative Declarations (MNDs), Environmental Impact Reports (EIRs), Environmental Assessments (EAs), and Environmental Impact Statements (EIS). His mix of skills in urban planning, environmental analysis, and GIS allow him to assist public agency and private clients with entitlement, environmental documentation, and permitting for development, infrastructure, recreation, and alternative energy projects throughout southern California. In addition to writing environmental reports, Mr. Aguirre also conducts biological field surveys and assists with the preparation of biological resource documents. Mr. Aguirre conducts general and focused biological surveys for listed and/or sensitive wildlife species in southern California. He has experience conducting focused surveys for desert tortoise and burrowing owl and conducting jurisdictional delineations. He has also conducted biological monitoring for construction projects where he works with construction crews to avoid sensitive vegetation communities and wildlife resources. Mr. Aguirre has experience in the use of Geographic Information Systems (GIS) as an analysis tool for environmental studies. He has experience in the use of ESRIs ArcGIS software. Mr. Aguirre also has experience in the collection of field data with survey grade global positioning system (GPS) units including Trimble GeoXTs, Junos, and Yumas. Education/Certifications • B.S., Urban and Regional Planning, with a minor in Geographic Information Systems, California State Polytechnic University, Pomona • American Institute of Certified Planners (AICP), June 2016, Certified Planner Number: 028966 Professional Experience East Side Dike Improvement Project, Phase 1, Riverside County — Coachella Valley Water District. Project Manager that prepared CEQA documentation and oversaw regulatory permitting for the Project. Moreno Master Drainage Plan Line H-2 Interim Drain Project, Riverside County — City of Moreno Valley. Project Manager that prepared CEQA documentation and oversaw regulatory permitting for the Project. Environmental Permitting and CEQA Document Processing Services, Multiple Counties — Golden State Water Company. CEQA Task Lead. Provided CEQA analysis and document preparation to assist the GSWC with environmental permitting for water supply and other projects throughout GSWC's service areas. The State Water Resources Control Board, Division of Drinking Water, served as lead agency for most of the projects. Project types included new and replacement of water tanks, water supply wells, and treatment plants. City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 18 PROPOSED PERSONNEL ECORP Consulting, Inc. ENVIRONMENTAL CONSULTANTS Seth Myers Senior Air Quality/GHG/Noise Analyst With 14 years of experience as an environmental planner and air quality/noise analyst, Mr. Myers is involved in the preparation of a full range of CEQA and NEPA environmental compliance and review documents including environmental impact reports. He has extensive expertise conducting air quality, greenhouse gas emissions, and noise analyses and has a comprehensive working knowledge of the associated regulatory environment. He is proficient in the use of CaIEEMod, EMFAC2017, AERMOD, SoundPLAN, the Roadway Construction Model, the Federal Highway Administration (FHWA) Highway Traffic Noise Prediction Model, and other industry standard emissions and noise modeling tools. In addition, Mr. Myers prepares implementation documents and programs such as zoning ordinance updates, design review programs, and planning program guidelines. As a certified arborist (ISA #WE -7501A), Mr. Myers also provides landscape and irrigation plan review for development and public works projects and performs hazardous tree assessments. Education B.A., Environmental Studies and Planning (Minor in Biology), Sonoma State University Professional Experience Wastewater Treatment Plant Improvements Project, Amador County — City of Jackson. Analyzed the environmental issue topics of air quality, greenhouse gas emissions, and cultural resources in this EIR. This Project consisted of improvements to the City's wastewater treatment plant (WWTP) and changes to the associated discharge practices to comply with more stringent waste discharge requirements issued by the Central Valley Regional Water Quality Control Board. The City proposed to improve the WWTP (including wastewater treatment processes and effluent disposal methods) to meet the City's existing and future needs within the limits of the permitted capacity of the existing WWTP. A key issue involved improving the City's wastewater effluent quality and disposal method in a manner that protects the existing beneficial uses of Jackson Creek and Lake Amador. Ebbetts Pass Project, Calaveras County — Calaveras County Water District. The Calaveras County Water District (CCWD) proposed approximately 24,500 lineal feet of new water pipeline, hydrants, blow -off valves, and main line valves to replace existing facilities constructed in 1965. The existing Ebbetts Pass Reach 1 pipeline is predominately located within Caltrans SR -4 right-of-way (ROW) and the replacement pipeline will also be placed within the SR -4 ROW and constructed as close as practical to the existing pipeline, which is primarily located past edge of pavement within the south shoulder. Septic to Sewer Project, Orange County — City of Santa Ana. Analyzed the potential emissions and noise -related effect of installing sewer mains and lateral connecters to transfer existing residences and businesses currently employing the use of septic systems to the City's sewer systems. The Project site encompasses 635 linear feet entirely within the public right-of-way. City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 19 PROPOSED PERSONNEL CONTACT INFO pete.golding@nv5.com EXPERIENCE 45 years EDUCATION B.A. Mathematics LICENSES Professional Land Surveyor (CA) No. 4768 (exp. 3/31/2020) AFFILIATIONS Member, California Land Surveyors Association (CLSA) Member, International Right -of -Way Association N V 5 PETE GOLDING, PLS Survey Mr. Golding brings 45 years of experience that includes a wide variety of projects in both land development and public works projects. He has completed surveying projects in California, Nevada and Wisconsin, and his expertise includes hundreds of boundary retracements, many involving the Public Land Survey System, GPS surveying, map and ALTA production, and construction surveying. He has extensive office and field experience supporting his clients. He has prepared hundreds of plats and legal descriptions. He has prepared and been in responsible charge of many Parcel Maps, Final Maps and Records of Survey. He also has performed many topographic surveys by photogrammetric methods, as well as by field collection methods. Project Experience Camel Point Water Line SOUTH COAST WATER DISTRICT 1 DANA POINT, CA Survey Manager. Mr. Golding served as the Survey Manager for the topographic survey of Camel Point Drive for the South Coast Water District project to replace an aging water line. Beverly Hills Water Treatment Plant CITY OF BEVERLY HILLS 1 BEVERLY HILLS, CA Mr. Golding was responsible for providing a detailed topographic survey of two blocks of City streets. A photogrammetric survey was performed, then augmented with field shots using GPS, a conventional total station and a survey level. Driveways and other private improvements were critical components of this survey. Boundary surveying also was performed in order to accurately determine the right-of-way limits of the street. Citrus Avenue Street Improvements CITY OF IMPERIAL BEACH 1 IMPERIAL BEACH, CA Survey Manager. Mr. Golding was responsible for providing a detailed topographic survey of two blocks of City streets. A photogrammetric survey was performed, then augmented with field shots using GPS, a conventional total station, and a survey level. Driveways and other private improvements were critical components of this survey. Boundary surveying also was performed in order to accurately determine the right-of- way limits of the street. MacKinnon Avenue Improvements CITY OF ENCINITAS 1 ENCINITAS, CA Survey Manager. Mr. Golding provided a detailed topographic survey of streets in the vicinity of a vehicular bridge over 1-5. The survey was a combination of data derived using GPS equipment, as well as a conventional total station. Boundary surveying was performed in order to accurately determine the right-of-way limits of the street. Survey boundary monuments were destroyed (obliterated, not lost) during the construction of the project and were subsequently replaced. He was also responsible for the construction staking of the new improvements. City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 20 PROPOSED PERSONNEL CONTACT INFO james.nicolau@nv5.com EXPERIENCE 14 Years EDUCATION Coursework/Surveying Courses - Cuyamaca Community College LICENSES/CERTIFICATES Professional Land Surveyor (CA) No. 9238 Envision Sustainability Professional/Institute for Sustainable Infrastructure AFFILIATIONS President of the California Land Surveyors Association, San Diego Chapter American Council of Engineering Companies, California California Association of Realtors National Society of Professional Surveyors N V 5 JAMES NICOLAU IV, PLS Survey Mr. Nicolau is experienced in performing survey, mapping and design projects, including planimetric and topographic surveys, boundary and right-of-way mapping, land descriptions, and deed analysis. His experience includes design and as -built, architectural, utility, topographic, subdivision mapping, and right-of-way surveys. Being a second generation surveyor in Southern California with 14 years of Land Surveying, Project Management and Real Estate expertise in both the private and public sectors has given him the opportunity to be involved in some of San Diego's highest -profile projects, including Petco Park, San Diego County Administration's Waterfront Park, San Diego Gas & Electric's joint venture with the Gas Company on the Pipeline Safety Enhancement Plan (PSEP), and Scripps Hospitals' Proton Therapy Center, among many others. Project Experience Pacific Highlands Ranch Reclaimed Waterline CITY OF SAN DIEGO 1 SAN DIEGO, CA Project Surveyor who provided preliminary planning, alignment studies, aerial topography, final design, easement acquisitions, traffic engineering, construction surveying and construction management services for two miles of 30 -inch to 12 -inch recycled waterline within Carmel Valley Road and south across SR -56. One and a half miles of the pipeline is located within the existing Carmel Valley Road and included two crossings of SR -56. The project involved coordination with City and Caltrans staff, four connections within Caltrans right-of-way, Caltrans encroachment permits, and a pressure reducing station. On -Call Surveying PADRE DAM MUNICIPAL WATER DISTRICT 1 SAN DIEGO, CA Performed on more than 45 task orders involving surveying projects new and existing water facilities. The process for this on -call project was to receive a task order, review plans and prepare a detailed cost proposal. The proposal was then reviewed with Water District's contract to insure all necessary tasks items and deliverables were clearly understood. Our field crews and supervisors worked closely with the Districts project team to efficiently perform all tasks and submitted documentation in the proper format as required. Tasks included cost estimating, design surveys, construction surveys, as -built surveys, and the preparation of plats and legal descriptions. San Vincente Dam Raise SAN DIEGO COUNTY WATER AUTHORITY 1 SAN DIEGO, CA Performed a detailed topographic as -built survey of the excavated abutments for a 117 -foot dam raise of an existing 220 -foot structure. Terrestrial laser scanning was used to collect surface detail not obtainable by using conventional methods, point clouds were registered to the project coordinate system and ASCII point data was extracted and delivered to the client. City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 21 QUALITY ASSURANCE/QUALITY CONTROL QUALITY ASSURANCE PROCEDURES Our design quality assurance program was developed bearing in mind an agency's control over a project outcome decreases, and the cost of fixing a design problem increases exponentially over time, as shown below: 160 140 120 100 80 60 40 20 0 44' Sic a�� o0 0� oo cue as 0 ok.Oa OP Oe 0`a �v� �Jd .0 co, co, 4 3 eo ,,o ■ Relative Cost of Fixing Problem (% of Bid Price) ■ Realistic Client Control over Desired Outcome (%) A review of the graph above should show the obvious. The most effective quality assurance programs focus on activities at the beginning of the design effort rather than waiting to -the end, when little budget still remains. To this end, our six -point Quality Assurance Program has been developed around the following imperatives. 1. Proactive listening to clients. The first step toward quality is to make a concerted effort to listen to people throughout your organization to gain a clear understanding of what you need and want. This requires: a. Researching in advance standards published on client websites or elsewhere to gain a thorough understanding of client expectations b. Directly asking managers, engineers, operators and other stakeholders throughout your organization what they need, want and expect in the delivered product c. Preparing and submitting opinions of probable cost at the earliest possible milestone, preferably the kickoff meeting, to assure budgets and expectations are compatible d. Documenting findings in meeting minutes or similar documents to provide clients with an opportunity to promptly correct or clarify misunderstandings 2. Utility and subsurface structure research. To design buried improvements, accurate location and plotting of utilities and substructures is critical. This requires: a. Obtaining record maps from utilities identified through inquiries to Underground Service Alert plus utilities, such as Caltrans or railroads, who do not subscribe to Underground Service Alert b. Critical review of record drawings to note possible existence of other buried facilities, including thrust blocks, vaults, and bridge piles, which rarely appear on record drawings c. Addressing comments received from Utilities after their review of preliminary plans showing record drawing information d. Field reconnaissance and plotting of locations of visible surface features, including manhole covers, valve covers, utility boxes, marking posts, pavement repair strips, and culvert end sections, which might indicate presence of other buried utilities 3. Constant learning. While our project teams bring together professional engineers with decades of experience, project team members are still encouraged to set aside time to improve skills and keep skills current. This includes participation in Greenbook committees as well as monthly review of changes to codes and standards, and updating standard templates used to produce engineering calculations, designs, specifications, and cost opinions. In addition, in-house training is encouraged to promote development of skills at all levels of design. 4. In-house specifications templates. To streamline production as well as to systematically document lessons learned in an accessible format, we maintain a library of approximately 600 standard specifications "test-driven" on hundreds of previous projects and reviewed by public agencies. Some of these were the basis for sections of the regional Standard Specifications for Public Works Construction (Greenbook). Most incorporate not only direct experience but indirect lessons learned by reverse - engineering other regional and agency standards. 5. In-house calculation and 'design checklist templates. To facilitate engineering thoroughness, standard calculation procedures documented in AWWA manuals and other engineering references have been automated through Excel spreadsheets to enable our engineers to promptly quantify safety factors against many engineering failure modes. The calculation templates also produce job -specific quality -control checklists we use to monitor conformance of Contract Documents to industry standards as well as your expectations. 6. Two -engineer rule. To bring a team approach to problem -solving and avoid the danger of blind spots, our engineering deliverables are reviewed by two licensed engineers to assure a second set of eyes reviews all work. City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 22 REFERENCES REFERENCES Provided below are references of clients for whom engineering services have been performed in the last five (5) years that are comparable in quality and scope to that specified in this RFP. CITY OF RANCHO PALOS VERDES Elias Sassoon Public Works Director 310.544.5335 esassoon@rpvca.gov Relevant Project: Rolling Hills Sewer Connection Concept Design (January 2020 -Current) Key Personnel: Jeff Cooper, Vanessa Paneto City of Santa Monica CITY OF SANTA MONICA Tom Shahbazi Project Manager 310.458.8721 Ext.2355 tom.shahbazi@smgov.net Relevant Project: Non -Potable Water Main Expansion (April 2019 -Current) Key Personnel: David Maher, Khanh Nguyen, Nhan Ly CITY OF SANTA ANA Armando Fernandez Senior Civil Engineer 714.647.3316 afernandez@santa-ana.org Relevant Project: Flower Street, 17th Street and Greenleaf Street Sewer Main Improvements (March 2019 -Current) Key Personnel: David Maher, Khanh Nguyen City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 23 CITY OF ROLLING HILLS 8 -INCH SEWER PORTUGUESE BEND PROJECT PROJECT SCHEDULE o 1 x -i s _ 7 e -e -10 fr -ie---65% 14 - t5 -54- - /0 la ie 4o 21 --.h- n_ 27 70 00 Tes* rlenw I 02,22401._ san� ;Irian 0o- a. um Jul - w 8ev w.. vma op I otc ar 1. msl .m" I can I M.t w z. zaxl 02.-1...--M01 M w a. 2021 du I cw Sep _ oa _! Notice to Proceed • 0 days Mon 8/3/20 Mon 8/720 1I I Teak 1 Project Management and Administration + 35 days Mon 81720 Fd 911820 Task 1.1 Project Nick -Off Meeting + 0 days' Fri B/720' Fri 8/720 I I _ Task 1.2 CEOA Process Overview - -- - -4 wks Mon 8/1020` - Fri 9/420 1 1 Task 1.3 Utility Research .4 4 wk.,' Mon 8/1020 Fri 9/420 I1 Task 1.4 Project Schedule Reards F 8 wks Mon 811012 i Fri 911820 { - !_ Task 1.5 Research, Survey, and Base map Preparation 2 wlw' Mon 8/320 Fri 8/1420 1 . I. Stakeholder Meeting t 1 day Fri 8/720 Fri 81720 1 City Council Meeting - - - - Ida Wed 8/520 - Wed 0/520 Tankn2arDesign (Plans, Spectca0ons and Cost 1137 days? Mon 92820 Tue 4/821 Esti e T en 46 Mock.to Prot* leak 1 1 Cone c m.nl.ne.emnkb•uen �• b7. Took 1.1 Noise akk.Of MMtrQ -r 0/10 7:, 10421,2 CE Pre.. owrHw • I ' eno - 1.81S/11.3 MIL - 1144•10011e - 1.4 MW Peeled Scn . Rwre n. Took I M `''�' re.0 to Rnrrcn, surnY•m0 aw.nwP h•pr•Wn 1 I 1000.mH4.r t.0.uno I as I cln Councilk%.nro �. 0.000O81sn p•kn., ay.dk•0e.. •.e c..I B.nme•1 .N Design Review with Staff . l day Man 92820 Mon 9/28/20 JI 1 1 10w4n 0.•t•w 2400Mal • 65%PSBE--.- 6w Mon92820 _ Fri 11/020 I a5% P550 City Review 3wks Mon 11/820 Fri 112720—I BSA elN awkw Design Review with Staff - 1 day Mon 1113020 Mon 1113020 0.olen R.e1Pe 0 Mall 90%PSBE ---'-- Swk�s Tue 121/20 Mon 1/4/21 ' 00,00,1112“a . """ ..•. . 114 90%Ci/yReview - 3wk0- Tue1/5211 Mon 12521 / I - to% n con .e/ . Ba .'� 100%PSBE -100% 3 wks• Tue 12621 Mon 211521 I 1 City Review' • 3wksi-- 72/16211 Mon 7/821 I I 100%cey a•n•.. Final P58E 1 day? Tue 7/9211 Tue-3/921 / Permitting and Regulations 12 wks Tue 12/120 Mon 28221 -..Ij. I PmlN ern, R ern, w Bid Support 4wkm Wed 3/10/21 Tue Bb support Task 3 Construction Phase .Il.. 90 da_ysi Tue 4/6/211 Tae ei1o121 a' T..a a t.n.l.enlan Pc. • , o Task 3.1 Pre-ConsWcdon Meeting - 0 days Tun 4/021- Tue 4/621 _ . N - Task 3,3 Construction Phase Task 3.4 Provide "Project RecordGrowing" ..a.--...''. 2 16wksi Wed 4/721' Tue 72721 w Wed 72821 Tue 8/1021 II TonfAConobunbn Pneo s _ ;. fi y.� Task 04ProH4•-NAM nw 040nMn0 E:`.'1,>.: f 2110 SCHEDULE + SCHEDULE CONTROL WORK BREAKDOWN STRUCTURE Upon issuance of a notice to proceed, our project manager will meet with team members to review the requirements, prepare a Work Breakdown Structure and make team assignments for maximum efficiency of resources. The detailed WBS will describe all of the work tasks necessary to complete the project. A master project schedule will be prepared following the WBS to show the relationship between tasks, the expected start date and duration for each item. This schedule will serve as a guide to conducting and monitoring the progress of the work and to assure projects are completed on time and within budget. To assure accurate monitoring and tracking of documents, revisions and progress, a document tracking and control system will be developed. NV5 will meet with the City's project representatives regularly and maintain constant communication to assure successful and timely delivery of the project. Meeting minutes will be distributed within one week of the meeting, identifying actions, items, assignments and due dates. COST CONTROL We are able to continually review and evaluate a project's cost through all project phases to enable informed and timely decision -making by our clients and the entire project team. Cost control techniques include: program budget analysis; value engineering; life -cycle cost analysis; and quantity -based estimating. This budget confirmation process starts in the earliest stages of the project, when design and engineering alternatives have the greatest potential impact on costs. Our design teams analyze client goals, technical requirements, alternative building concepts, construction costs and long-term operational costs to define the optimum scope within the budget, assuring long-term flexibility and value. SCHEDULE CONTROL The key to effective schedule control is to measure actual progress and compare it to planned progress on a regular basis and to take necessary corrective action immediately. We propose to supplement each major task as identified in the master project schedule with a supplemental schedule to keep careful track of where each individual component stands. We identify problems that may result from delays and readily provide the opportunity to modify the schedule, as required. This process assures the completion of your projects on schedule. MANAGING RESOURCES NV5 will meet with City project representatives regularly and remain in constant communication to assure successful and timely delivery of the project. Bi-weekly meeting agendas, if necessary, will be distributed at least two working days before each meeting. Meeting minutes will be distributed within one week of the meeting, identifying actions, items, assignments and due dates. Utilizing this technique will assure consistency in decisions and will provide a concise list of tasks to be accomplished by each participant and a specific time schedule to complete the task. Senior staff will meet with assigned project personnel regularly and remain in constant communication to assure successful and timely delivery of the project. Utilizing this technique will guarantee adequate technical support, thorough review and analysis of project issues, consistency in decisions and recommendations, and will provide a concise list of tasks to be accomplished by each team member and a specific time schedule to complete the task. This constant communication, in conjunction with in -person meetings, allows our staff to meet project milestones. INNOVATIVE AND SUCCESSFUL APPROACHES The NV5 team focuses on providing safe, cost-effective, reliable and sustainable improvements using innovative design and contracting techniques that meet the needs of the taxpayers, meet or exceed the minimum standards based on design improvements, and minimize impacts to adjacent properties and vehicular and pedestrian traffic. Our experienced engineering staff provides lower -cost or lower -impact alternatives in order to develop the least disruptive and least expensive designs. Our team utilizes the latest in civil engineering design software to facilitate timely, efficient and innovative engineering design solutions for our clients. We rely on a host of computer resources, which includes up-to-date, state-of-the-art technology that is in use today throughout the engineering industry. We make maximum use of PC - based CADD systems that allow for the storage of typical details, establish similarity of plan layouts, and enable rapid duplications for the efficient preparation of plan sheets. • Our team also provides construction management for public works projects to several local agencies. We take our commitment to building innovative projects seriously, and will have our in-house construction management staff review plans and specifications for constructability. This is a good opportunity to obtain the view of those from the field and reduce potential difficulties that may be encountered during the construction of a project. City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 1 25 FEE SCHEDULE/COST PROPOSAL FEE PROPOSAL The Fee Schedule/Cost Proposal is in a separately sealed envelope. City of Rolling Hills I 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5 126 FEE SCHEDULE/COST PROPOSAL FEE PROPOSAL The Fee Schedule/Cost Proposal is in a separately sealed envelope. City of Rolling Hills I 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road . NV5 126 FEE SCHEDULE/COST PROPOSAL CITY OF ROLLING HILLS 11 V 5 FEE PROPOSAL 8 -INCH SEWER PORTUGUESE BEND/ROLLING HILLS ROAD INSTALLATION TASK / HOUR BREAKDOWN Task NO. PROJECT DIRECTOR - QA/OC $175 PROJECT MANAGER $160 PROJECT ENGINEER 8120_ CADD DESIGNER 8110 ADMINISTRATION $90 SUB - CONSULTANTS/ EXPENSES TOTAL HOURS TOTAL FEE HOURS $ HOURS $ _ HOURS $ HOURS_ $ HOURS $ $ 1 Project Management and Administration 0 $0 0 • $0 0 $0 0 $0 0 $0 $0 1.1 Project Meetings and Coordination/Progress Report and Public Meetings 1 $175 6 $900 12 $1,440 4 $440 1 $90 24 $3,045 1.2 CEQA Process Overview 0 $0 0 $0 0 $0 0 $0 0 $0 $3,825 0 $3,825 1.3 Utility Investigation and Coordination 0 $0 0 $0 2 $240 4 $440 1 $90 7 $770 1.4 Project Schedule Records 0 $0 2 $300 2 $240 0 $0 0 $0 4 $540 1.5 Research of Existing Information, Survey, Base Map Preparation 0 $0 2 $300 6 $720 16 $1,760 2 $180 $9,561 26 $12,521 Sub Total Task 1 1 $175 _ 10 $1,500 _22__ $2,640 24 $2,640 4 $360 61 $20,701 1 2 Final Design and Bid Documents 0 $0 0 $0 0 $0 0 $0 0 _ $0 _$13,386 0 $0 2.1 65% Submittal Package (PS&E) 1 $175 4 $600 28 $3,360 48 $5,280 1 $90 82 $9,505 2.2 90% Submittal Package (PS&E) 0 $0 2 $300 16 $1,920 36 $3,960 2 $180 56 $6,360 2.3 100% Submittal Package (PS&E) 1 $175 2 $300 12 $1,440 24 $2,640 2 $180 41 $4,735 2.4 Final Submittal Package (PS&E) 0 $0 2 $300 2 $240 6 $660 2 $180 12 $1,380 2.5 Permitting and Regulations 1 $175 4 $600 16 $1,920 6 $660 2 $180 29 $3,535 2.6 Bidding Support 1 $175 6 $900 0 $0 0 $0 1 $90 8 $1,165 Sub Total Task 2 4 $700_ 20 $3,000 74 $8,880 120 $1.3,200 10 $900 $0 191 $26,680 3 Construction Management 0 $0 0 $0 0 $0 0 $0 _ 0 $0 0 $0 3.1 Construction Support 1 $175 8 $1,200 24 $2,880 8 $880 2 $180 43 $5,315 3.2 Record Drawing Preparation(As-Builts) 0 $0 2 $300 0 $0 8 $880 0 $0 10 $1,180 Sub Total Task 3 1 $175 10 $1,500 _ 24 $2,880 16 $1,760 2 $180 $0 281 $6,495 Miscellaneous Ex•enses GRAND TOTAL 6 $1,050 40 $6,000 120 $14,400 160 $17,600 16 $1,440 $13,386 533 $500 $54,376 1 Optional - CEQA IS/MND $0 $0 $0 $0 $0 $26,820 0 $26,820 City of Rolling Hills 1 8" Sewer Main along Portuguese Bend Road/Rolling Hills Road NV5